SW6140703_APPROVED PLANS_20140731 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�Q�y�7fJ�
DOC TYPE
❑ CURRENT PERMIT
D APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�l`tD73�
YYYYMMDD

O INA
CALLOWAY ROAD
SR 1214
SITE
5
)111;NITYMA
`D:
i
409 Chicago Drive - .Suite 112
Fayetteville. North Cardin 285o6
F�(90) Q6-57/7 \\\
License Number: C-2354
60LUTION,5, INC
REVISIONS
PROJECT NAME
THE LEGENDS
SUBDIVISION
TAX ID# 694050001012
FULFORD MCMILLAN ROAD
QUEWHIFFLE TOWNSHIP
NEAR RAEFORD
HOKE COUNTY
NORTH CAROLINA
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
SEE SHEETS
DATE RELEASED
JULY 10, 2014

LEGEND:
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
R/W - RIGHT OF WAY
PROPERTY LINE
RIGHT-OF-WAY
-----SETBACK LINE
so STORM DRAINAGE
w WATER LINE
"s UNDERGROUND GAS LINE
OVERHEAD UTILITY
— —PERMANENT EASEMENT
re ELECTRICAL BOX
FIRE HYDRANT
Y
1309.10'
380 '
M
'N10
384
0
c+s �
r`ts
cqs y
376
----- 377 'rb 375
--- �. — 372
60' R/W (PRIVATE) LLL���- 373 3 INV:36f'3700
231.02' +++
—� — — �— — — ECG N63'15'71"W 211.34' a
ECS
GRAPHIC SCALE — — — _ —
— IN V: 369.84
60 0 30 60 120 240 —
( IN FEET )
1 inch = 60 ft.
3)g
\c\
EIS
f 71—
AREA, (BY COORDINATE COMPUTATION)
1,492,307 SF (34.26 AC)
PIN NO: 694050001012
ZONING: RA-20
30' FRONT
10' SIDE
25' REAR
DB 1067, PG 281
CALLOW_ AY ROAD
SR 1214
A09 Chicago Drive - Suite 112
Farette'Ale. North Carolina 28306
Phone [phone]
Fax [phone]
OL
icense Number: C-2354
4D .5ITE
,50LUTIONt),INC
AL,jowG 'k A �QvLrn� A4y� A cobTMxToW"Your
1111M.—
Nov
WNRTH
VICINITY MAP
NOT TO SCALE
372 —
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
i INFORMATION REFERENCED ON THE FACE OF THIS MAP.
3, NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
4. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
5. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
6. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAPI# 3710940400J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 10, 2006.
7. THE BOUNDARY SURVEY WAS PROVIDED BY:
MICKEY BENNETT
1662 CLARK ROAD
ULLINGTON, NC 27546
PHONE: [phone]
8. CONTOURS SHOWN ON PLANS WERE TAKEN FROM LIDAR DATA
AND DATA PROVIDED FROM MICKEY BENNETT AND IS IN THE
NAD 83 HORIZONTAL AND NAVD 88 VERTICAL DATUM.
b-1-lb•14
REVISIONS
Approved Storrrr:uer Y+e:uy. kr1+1=HfR.
Construction in accordance with these documents Is
required byy the stormwater permit. North Carolh e
rules reWtke that the stotmwater system designer
Inspect during construction; certify conformity with the
plans end specs; and certify compliance with 'he
stormwster rules. (15A NCAC 2H .1008 0) )
Pe * d7p Date 1
4visI on of
Sheet # Revision Date JOm47C
PROJECT NAME
THE LEGENDS
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
OTHERS
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1"=60'
DATE SURVEYED
MARCH 19, 2014
SHEET NUMBER
C-1 go

CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
41.65
25.00
S18'40'24"E
37.00
C2
84.10
365.00
S59'48'19"E
83.91
C3
52.10
365.00
S49'06'57"E
52.05
C4
36.06
25.00
S86'20'38"E
33.01
C5
21.03
25.00
N28'14'39"E
20.41
C6
41.15
50.00
N27'43'39"E
40.00
C7
73.20
50.00
S86'45'05"E
66.84
C8
50.39
50.00
S15'56'21"E
48.28
C9
76.44
50.00
S56'43'46"W
69.21
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C10
58.87
25.00
S33'04'18"W
46.18
C11
133.05
255.00
S19'26'15"E
131.55
C12
74.26
255.00
S03.51'11"W
74.00
C13
80.33
255.00
S21'13'15"W
80.00
C14
59.47
255.00
S36'55'35"W
59.33
C15
18.40
25.00
S22-31-07"W
17.99
C16
58.79
50.00
S35-06.44"W
55.46
C17
45.56
50.00
N85'06'07"W
44.00
C18
48.62
50.00
N31-08.29"W
46.73
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C19
87.54
50.00
N46'52'25"E
76.78
C20
24.68
25.00
N68'44'51"E
23.69
C21
C22
110.82
88.20
205.00
205.00
N24'58'34"E
NO2'50'11"W
109.48
87.52
C23
80.50
205.00
N26'24'41"W
79.98
C24
158.03
315.00
N52'02'00"W
156.38
C25
40.15
25.00
S67'35'13"W
35.97
C26
16.25
275.00
S23'16'20"W
16.24
C27
78.41
275.00
S33'07'58"W
78.14
CURVE TABLE
CURVE
LENGTH
TRADIUS
BEARING
-
CHORD
-28.49
C28
28.50
275.00
4 ' "W
S 4161
S23'08'38"W
C29
21.03
25.00
20.41
C30
60.87
50.00
S33'55'40"W
57.18
C31
42.66
50.00
N86'45'04"W
41.38
C32
43.19
50.00
N37'33'46"W
41.86
C33
94.46
50.00
N41'18'21"E
81.03
C34
21.03
25.00
N71'20'01"E
20.41
C35
63.06
225.00
N39'12'36"E
62.85
C36
37.70
225.00
N26'22'50"E
37.66
S66'24'21"E 1309.10' TOTAL
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C37
38.39
25.00
N22'24'47"W
34.73
C38
37.46
25.00
S70'39'48"W
34.06
C39
31.67
275.00
S31'01'54"W
31.65
C40
75.67
275.00
S42'12'48"W
75.43
C41
25.01
225.00
S4654'40"W
25.00
C42
74.31
225.00
S34'15'54"W
73.97
C43
21.03
25.00
S00'42'32"W
20.41
C44
12.85
50.00
S16'01'22"E
12.82
C45
54.86
50.00
S22-46'19"W
52.15
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C46
48.46
50.00
S81'58'08"W
46.59
C47
38.37
I 50.00
N48'16'52"W
37.44
C48
53.87
50.00
N04-34.07"E
51.30
C49
32.78
50.00
N54'12'49"E
32.19
C50
21.03
25.00
N4853'55"E
20.41
C51
54.37
275.00
N30'28'03"E
54.28
C52
67.03
275.00
N43'06'49"E
66.86
C53
23.19
225.00
N47'08'34"E
23.18
C54
64.63
225.00
N35'57'40"E
64.41
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C55
41.08
25.00
N19'20'12"W
36.61
C56
36.89
25.00
S71'19'36"W
33.63
C57
39.98
25.00
S16'45'1o"E
35.85
_ EIS
27.36'
68.71'
80.00'
80.00'
80.00•
80.00'
80.00•
80.00'
80.00'
80.00'
80.00'
80.00•
80.00'
70.00'
51.50'
155.00'
56.53' 11
I
r---,
r
I
r
I
r
r
I
r-----,-�
I
-
I
20' DRAINAGE
I
I
I \
\
I
\
EASEMENT
I
I
I
I
I
I
I
I
I
I
I
I
I
i
I \
\
IN•I
I
I
Z
20,158 SF
N o
\
oA
(0.46 AC)
Io I
Z
1s
ri
I
rn
O
m
O
rn
O
-rn
O- m
O
m
O-
m
O
m
O
rn
O
m
O
'm
O
!rn
O
z
`o
\
-
I
21,003 SF
N
,p
;I0
O
of
O
M
M
O
oI
0
r7
O
a
O
M
'n
O r7
a O 0
O
of
C)
,q
IM
O
oI
�
,ry
IM
O
of
O
M
M
O
of
O
,.1
iM
O
of 10
M
O
OI 11
r7
O
O
12
,.1
O
'Col
,3
o
OI
(n\
(0.48 AC)
I
�I
0
O
u
�I
�I
\
\
20,000 SF
z
N
20,000 SF
z
N
20,000 SF
z
N.
20,000 SF
Nz
I
NI 20,000 SF z
NI
20.000 SF
IZ
NI
20,000 SF
z
N
20,000 SF
Nz
N
20,000 SF
Z
N 20,000 SF
z
NI 20,000 SF
z
N_
20, 000 SF
IN
N.
20.263 SF
�!
4;
\
-
-
J
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.46 AC)
(0.47 AC)
I
m
-
I
(0.46 AC)
\
I
I
I
I
Cl
+
I
I
I
I
I
I
I
I
I
I
I
I
I
I
L.-.-.-.J
L.-.-.-.J
I
�.-.-.J
L.-.-.-.I
L
L.
5' SIDEWALK
2.5' OFF BACK
LOCATED
OF CURB
L
/
L.-.-._.J
.-1
- - -
J
7.42
'I
65.12_
_
60.00
60.00
60.00'
- - 60_GG - -
-
- 6�.G0_ -
I--
8D.0�
_
6G.00
_ _6O.
0G_
_
6�.00_ -
-
- 80.00•
- -
--80.00' -
-
- C2�i�,
V
S66'24'21"E 173.36' TOTAL
87.34' - - - - 86.02�.
°
o. r -I F
I IN
rn
56 I 55 I I
'' SF
N.,SF
��(O(462AC) In rol (o.464AC) I 1N
�� I I z
00 I
rn
31 x
� 117.56' ��9970k
n /
N63_26'25"W 217_26'_ - ,y
20,041 SF
(0.46 AC) /
I J r
N71.07'26"W
_ - 196.72' - - v
1
cv'i l I v
53
20,099 SF
i (0.46 AC)Ui
n
/53031 / / �Im Q� �1N
0
52 / rA
20,247 SF
(0.46 AC) J
i
i
S66'24'21 "E 952.54' TOTAL
HC RAMP 5' SIDEWALK LEGENDS DRIVE
(TYP) (TYR) 50' R/W (PUBLIC)
.... - .. _ 40S66'24'21'E403.38' TOTAL ...:
--- 201.69' - - - - - -
I -----Y 201.69' -----
\
17 \ �m
20,170 SF \. oo-
(0.46 AC) \
LOWAY ROAD �-
SR 1214 )
ov
N
y�
NO14TN
3 C4Nryo
- _ \
2y��z
-
__�-�-,. to _ 245.55' - -
7.33' C 4 1 ��
91 \
20,296 SF
001 34
00,
20,133 SF //
(0.46 AC) / \ \ / / 19 \
% 20,267 SF \
27 / / c'\ \
20 517 SF \ - \
VICINITY MAP
NOT TO SCALE
LEGEND:
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
R/W - RIGHT OF WAY
PROPERTY UNE
RIGHT-OF-WAY
-' - - - -SETBACK UNE
so STORM DRAINAGE
w WATER UNE
cos UNDERGROUND GAS UNE
OVERHEAD UTILITY
-PERMANENT EASEMENT
® ELECTRICAL BOX
�qFlRE HYDRANT
(0.47 AC) g77'4815
/y'� / 1 •. - \ S
26 20 \ ��
ti
20,217 SF / / I 20,097 \
I (0.46 AC)
(o.as ACj / / �I', IC I - - -
r / _
� L- -- S72'34.11"E-
o 24529' - -
/ - . I : - 1
/ ® J f- 2, /
n I - 218.27' - - / / 25 / y Q
UI 1 - - - - - -1 / / /p /U I 20,698 SF / a o
20,493 SF / C;L 1 / (0 48 AC)
(0.47 AC)
L 32 o L /
h/v 20,100 SF I o / 8g5W J V
of / I - (0.46 AC) (- �. Ng3i �1 r
L I 2� 66
_ u � I
- L
S6P54'49"E - - - - J
/y v' \
240.43'_ -
/ 24
ro �
of do 33 rn 20,357 SF O/'
VARIABLE O I o I (0.47 AC) / / ^ e-
^�'DRAINAGE 21.161 SF/-
L EASEMENT (0.49 AC)ry
\
vI"v I /O`I"• '`g•
yw N 8'17'57"E 271.08' J
\.\ 20.297 Sr N
�/ / 0.47 AC ui
Ng0 38 3 1 m o. _ _ ( )
38.10. L � 2�1
48 I s2 \ C
^y 16.20' r I M \ �2j 0\ 0
V y \ 3 0
0 DRAINAGE 20,001 SF I 910 I �.
(0.46 AC) 37 \ 5' UTILITY F FqS \ J
EASEMENT \ \ 2 \ F 200•
20,978 SF / - \ \ 20,001 SF > _ EASEMENT (TYP). "to MFNT N555700
(0.48 AC _ / - / - / \ ? \ I (0.46 AC) \C_ \........... ... ....\ s7"w
\
50 �rn 02)
Co. 49 �{r� v OS3 zo,m
o+ ' 20,189 SF \`'s I M
,y06% (0.506AC) `�. 11,469 SF 26 AC) Ni3 I r\
L \ N / 6 36 M rol 35 `\ \ S2i2\ EASEMENT
AGE
T / 20,366 SF
�Im � - - - - -43 - -� 0
rnln I O "
olio - 20,061 SF L 20,007 SF
o (0.46 AC) - - (0.46 AC) I
3 S6'02 3'31"E- - - - - J N59'24.22 W
r - - - _ 234.71'- - - - - N r - 228.37' -
N N �
I I 41 N/F
1 I 20,111 SF I �... \ 20,138 SF DB 61067, PGC281
(0.46 AC) (0.46 AC)
L _ _ I \
1 S59-54•
Po
246_65'_ 4230"k'\ \
n 124
2 65 \ J
W I \
1\ �I 45 � o I \
T 20,540 SF 8.90' 40 \
1�- (0.47 AC) 20,375 SF
ON roy \ \ (0.47 AC)
sss•22
29 E 248^6\ w\ \
- \ \ S11.4
15 e \ 39 \
20,067 SF
\ \ (0.46 AC)
OOS2 I
20,294 SF \ \ P5644 S1 \24s, o \ \ \ l
\ (0.47 AC) i (0.59 \ e� \4
r 06 SS * N
25�10, I \z I^ _W642375 .32\'.
\ o
\ 0w o I N
oI 20,079 SF w . MI 38 y�iry
\ (0.46 AC) I o I M ,?
U ' w20,139 SF / n
t ssoo" I o I� o I (o.4s AC)
s.� J / G.�� �a
7g9.64. 9 E 23> 74' W1 I 42013'
\ \ N
i -1 z 12gW
S66'24'21"E 185.05' TOTAL
'-
/Gryy
177.72' ---_-
f r
,�
I I
29
i v?
1� I
20,022 SF
I
Irn
(0.46 AC)
L -
- - _ -
571'48' 37"E
208_27'-
N
w L--
1
30
u
�+ I
20,005 SF
m
I A
m I m
�I I
(0.46 AC)
I
�I I
S70'48'17"E
r
212.94'- -.---J
I �
p
N
0
31
20,115 SF
(0.46 AC)
to
I
zo
U
S67-23'20"E
S70'17'48"E
_ 260.00' - - - -
7 3 m
22 10
c.1 20,658 SF ; ti
(0.47 AC)
-
h'- 570'17'48"E 186.00'
11
DRAINAGE
00 OS1 EASEMENT
N
N
109,966 SF
N (2.52 AC)
N
EIS
SITE DATA
OWNER
HC VENTURE LLC
MAILING ADDRESS
PO BOX 1957
CRY, STATE
SOUTHERN PINES,
NC 28388
PIN NUMBER
694050001012
TOWNSHIP
RAEFORD
TOTAL SITE ACREAGE
32.89 ACRES
ACREAGE TO BE DEVELOPED
32.89 ACRES
CURRENT ZONING
RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
56
DISTURBED/DENUDED AREA
6.7 ACRES
SETBACKS REQUIRED:
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
240
409 Chicago Drive - Suite 112
FayetteviLle. North Carolina 28306
fax (910),426-5777
License Number. C-235A
4D �51TL
�5oL_UTitoiNb, INC
�uJCMcc¢iNG I115u¢vcnNt /� N� T rmaTvucr�oN uraur
b�•Ib•I'+
REVISIONS
Approved Stvimwater pE`atit Documents
Construction in accordance with these documents Is
required by the stormwater permit. North Caroke
rules rsqu&e that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
slormwater rules. (15A NCAC 2H .1008 (J )) /
Pe rr It #-' _ Date
. ILIC Division of
Sheet #. _. ___ Revision Date__R4_ML/e-
PROJECT NAME
THE LEGENDS
SUBDIVISION
SITE PLAN
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1"=60'
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-200

LEGEND:
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL CONSTRUCTION SEQUENCE
R/W - RIGHT OF WAY 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
PROPERTY LINE CONSTRUCTION CONFERENCE.
--RIGHT-OF-WAY 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION BERMS AND
- - - - -SETBACK LINE TEMPORARY SILT FENCE WHERE SPECIFIED.
3. CONSTRUCTION TEMPORARY SKIMMER BASINS AS SHOWN.
sn STORM DRAINAGE 4. CLEAR AND GRUB THE SITE AS NEEDED.
WATER LINE 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
I GRASSED.
Gas UNDERGROUND GAS LINE 6. INSTALL SWALES AND EROSION CONTROL MATTING AS SHOWN.
OVERHEAD UTILITY 7. INSTALL UTILITIES.
- PERMANENT EASEMENT 8. INSTALL INLET/OUTLET PROTECTION ON ALL NEW STORM WATER INLETS/OUTLETS.
i 9. PERFORM FINE GRADING.
LOC- LIMITS OF CONSTRUCTION 10. INSTALL AND PREPARE BASE COURSE.
-S -SF - SILT FENCE LINE 11. PAVE ROADWAYS.
if
- JUTE NETTING 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
ELECTRICAL BOX MEASURES.
"FIRE HYDRANT 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
�_ DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
- / INLET PROTECTION MANUAL.
j EIS
GRADING NOTES
1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED
3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
PLAN
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF --
LULU WqAD
SR 1214
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT o" _
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. --._`• ��
5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY / --
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY Els i- •.
,J .. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
t - 6. STOCKPILEAREASSTHAT WILL BEXCEED
D 10' INHEIGHTSHOULD BE GRADED WITH
ES
7. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE NOF:TH
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. v
�.20' DRAINAGE '` 8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
I EASEMENT CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL VICINITY MAP
r «cbbb FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL SHALL BE RESPONSIBLE 15 w
p DRAINAGE PATTERNS. NOT TO SCALE
'r O 9. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO - o
! j t THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANCE.
EROSION CONTROL NOTES
1 ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
�� n RE A WILL
ACTIVE DAY ON SITE. SEDIMENT BE REMOVED FROM THE
1, I ! r 1 ) O ®3 t d l II I ;' I �5 O O O9 10 11 12 13 - - SKIMMER BASIN AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
�J HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
1 o WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
14
II ( P .fir �E E " / `� REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
EC MATTING SING STAPLE DEEP AT THE FENCE. THE SEDIMENT FENCE WALL BE REPAIRED AS NEEDED TO
1� N U MAINTAIN A PROPER BARRIER.
PATTERN D" OR EQUAL i t-14;' 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
o I I \ INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
I J r RIP RAP ENERGY DISSIPATER BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
f I I o �` i AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
0 L:7.5', W:3.75',8.8', D50:8" TEMPORARY SILT
rl I FES-19 ' h 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
THICKNESS: 18" FENCE (TYP) 4.
ER
' INV:378.70 TEMPORARY .� ka _ CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
1 LACE . t CONSTRUCTION ca CLASS STONE _ '.\ o ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
IIF ! ENTRANCE O HW-1; F� 17 PLANNING AND DESIGN MANUAL
caiC NV: 379.17-5- -- 6�' /� 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM
. C ��pn -1 -� _L �VQ_.LOS'`�+F-- 0�0 JQ'�C1 OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
- - - - - - - - - - - - - - - - - - - - - A .. 910-433-3300
1 jqq GO J0� 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
�- PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
(a of 381 00 38z ��LEGENDS DRIVE WHEN TRACKING OCCURS.
EPK 382 50' R/W (PUBLIC) 3181 380 �� 2� 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
� 67.15 LF ® THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
F F F F _ �`52% 18' RCP OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
m 1=� �0 -00 0 -3(i -�0 '
0 0 , S�� HW 16 LO �- LO -L - LO LO -- LOOS LOOS LOOS LOOS\ BARRIERS AROUND THE PILES, TEMPORARY STOCKPILES LOCATED ON PAVED
/INV:379.43 LOC '`. "-_ \� �� SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER
# / FES-18 I� ® LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
t 00 INV: 378 35 •~ I LIMIT'S OF CONSTRUCTION . `,. , C1- 72 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
' RIP RAP ENERGY DISSIPATER I I 43 7.3 ACRES 42 0 j \ eesd UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
L 7.5', W:3.75',8.8', D50:8" `� �-' 1 1 29 �' TEMP RA R SED CO CES A DAILY BASIS AND
o ; I 1 r 1 I �0 REPLACE R ETERIORATED, DAMAGED. OR ROTTED EROSION aCONTROL DEVICES
THICKNESS:18" 1
t ' _ CLASS B ON •� --` � - '�� Jam; .. _ i IMMEDIATELY.
56O., ED AREAS IN WHICH GRADING OR SITE
p 28\_.. 2y - \1 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
0 - I 1. `� `!p BUILDING BEEN ICON STRUCTIONSH GRADED, NOPERATIONS D ALL DARE NOT ACTIVELY UNDERWAY AGAINST
0_ - - 1 \O EROSION DUE TO RAIN, WAND AND RUNNING WATER WITHIN 14 DAYS. USE
1-9 SEEDING AND MULCHING, EROSION CONTROL MATTING, AND OR SODDING AND
' 4� 1 _. OSTAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
\ I oCl 3 ) EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
;k„ t -' I• �� 1 �� �� 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
41
\ � ..,, O / M.C.. LL 1 I / ® PROTECTED AREA HAS UNDERGONE FINAL STABWZATION AND PERMANENT
DB 1067, PGC281 I \� 30 -� O VEGET N AS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
_� - p �O APPROVE THE ACTION PRIOR TO REMOVAL.
n a r �\ �- > 0 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
27
o' 1 0 INITIATION OF CONSTRUCTION ACTIVITY.
I,_ l A
r r j O 11. THE INSTALLATION OF EROSION CONTROL
OVER ALL OTHER CONSTRUCTION ACTIVITIES.
ASURES SHALL TAKE PRECEDENCE
o ? o p�.� 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
I PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
O 1 o cn '4 --- 1• ' 26 0 43. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
if I 1 b o ={ 1 0 STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
% 40 A m f \� t ® / IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE
a MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
,l `Fl r, r 31 \ z I 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
:p I r ^� n r •�_ •,+ r SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
r� ! o �.` �`� o m VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
o j !. r C ✓� k STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
` 0 1 C DAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
/ I O 1 OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
Q I o 4j\ 6.. `� OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
O o \ \ CI I4 25 %I-11 ' 13 (3) P SIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
-, \ i" EROSION MUST RBE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
,� \ 39 - /i WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS SHORTER) FOLLOWING
;g ( ° -\ I COMPLETION OF CONSTRUCTION DEVELOPMENT.
I
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
I 53 0
f o TEMPORARY NLET 32 j SHOWN .AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
io O - ' 1, p „ _ 46 ^�,-. OS2 _ -- - ro ,-1 PROTECTION I(TYP) DURING THE COURSE OF CONSTRUCTION.
I - 6 D ACCORDING TO THE DETAILS HEREIN ED AS NECESSA ND /
0
`O O I 70 J ..
o � .ALL SEEDED AREAS WILL. BE FERTILIZED, RESEED RY A
;0: - ' \ V a `;� o o 1' " "~'. __._17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
,O tll " CHRIS ROB �TS�. CjONTACT 910-423-2900.
o r y RIP RAP ENERGY DISSIPATER
. tLL I r, 01 f" 20' DRAINAGE L•4', W:2%6% D50:4"
W o . �`' V m - AEEMENT THICKNESS: 9"
i -0.31R RCP
- LOC
LOC LOCCLASS A STONE - LON- r
I l oo _ f • 33 BA oo�
r V ) 47 CI 5 TEMPORARY SKIMMER SIN /4
C 1
RIP RAP ENERGY DISSIPATER L=80', W=35', D=3' a7a, 373 Els
38 =
LOC
O W 9j CF® \CO �<O
L: 9', W: 5',11', D50: 8" -- -SIDE SLOPES-3:1 0 1 �--dO 372 - �
... - � _ - .- _ / / � C 1HICKNESS:18" TOP OF BASIN: 377.00' i FES 13 - �
ROP CLASS B STONE BOTTOM OF BASIN: 374.00' ,�- / -
;: 10' EMERGENCY SPILLWAY. 376.00' TEMPORARY SKIMD-3 ASIN �!3
37a IN ERT OF SKIOMMBR: 374RE TO 23 �2 00�SIDE SLOPES=3;IMER B
SID SLOPE F ASIN A i
�I( .374 -�^'"' ,
_ _ BE SEEDED WITHIN 7 DAYS.
��� TOP OF BASIN: 375.00'
o ( FES-2 LOC *ATTACH A 1.5' FAIRCLOTH SKIMMER BOTTOM OF BASIN: 372.00'
TEMPORARY DIVERSION _ \ 3� '.
BERM MUST BE SEEDED O \ C s ((OR EQUAL) WITH A 0.9" ORIFICE FOR RIP RAP ENERGY DISSIPATER 10' EMERGENCY SPILLWAY: 373.00'
O \
WITHIN 7 DAYS (1YP) '/ -' o DEWATERING THE SKIMMER BASIN - L:15', W:7.5',17.5', D50:8' - KIMMER: 372.00'
DURING CONSTRUCTON. SI ERSLOPES OF BASIN ARE TO ,
O CI-1 ,- SWALE #6 - 3j 375 THICKNESS:18" BE SEEDED WITHIN 7 DAYS.
a to CLASS B STONE (DOUBLE) LINE WITH NAG S75 -
51 /. �.. -. -. _ ` -,20' DRAINAGE 37 rp �OCEC MAITING USING STAPLE '� \ , C\ Cp- (OR EQUAL)1WITHF AIRI.3 ORIFICEFOR1 EASEMENT - P A^ CI-6 PATTERN "D" OR EQUAL -"\ C SWALE IRi
_\ - \ --... DEWATERING THE SKIMMER BASIN
(DOUBLE) LINE WITH NAG S75 _ DURING CONSTRUCITON.
` 72s3 LF ® o RIP RAP ENERGY DISSIPATER- - - Cp `,:F EC MATTING USING STAPLE -
0.307 24" RCP FES-2 L:12', W:6',14', D50:8' --- 1 O \ '` PATTERN `D" OR EQUAL '
THICKNESS: 18" 'OC LOC'\ \ \ ATE\
C t..... _
SS B STONE \ O RIP RAP ENERGY DISSIP - ? q
�� q9 - O ,. ,'L:9', W:5'.11', D50:8" 00
7 5U U O$3 85.00 LF 11(6 FES-7y_.. ,
p ! O THICKNESS:18"
3 1,> - 0.41% 18" RCP '.. -.
m \'.. CLASS B STONE TEMPORARY SKIMMER BASIN #2 �O) ---
Fl
_ K R
_I TEMPORARY SKIMMER BASIN #1 "-�„ SWALE #1 ,> \ s " L=80', W=20', D=3' '
I m__ LINE WITH NAG S75 _ 38 l-�'i C 20' DRAINAGE f SIDE SLOPES=3:1
L=7o', w=3o', D=3' O s �� EASEMENT GROUND STABILIZATION CHART
m -, !. -EC MATTING USING STAPLE ! 35 O
m I SIDE SLOPES=3:1 o m o " \,. - TOP OF BASIN: 375.00'
1 o PATTERN D' OR EQUAL i ��
TOP OF BASIN: 378.00' �^ > SWALE #4 \ . a \ , - BOTTOM OF BASIN: 372.00'
\''•..
' BOTTOM OF BASIN: 375.00'`' a+t=,.. " LINE WITH NAG S75 WALE #2 .� s, ; ',C- : ' C J 10' EMERGENCY SPILLWAY: 373.00'
�- - EC MATTING USING STAPLE O s
10' EMERGENCY SPILLWAY: 376.00' ;- �, " " LINE WITH NAG S75 O. \\'� ,'� OO INVERT OF SKIMMER: 372.00'-
� INVERT OF SKIMMER: 375.00' I ��., \001 _ PATTERN D OR EQUAL EC MATTING USING STAPLE \ � � SIDE SLOPES OF BASIN ARE TO -
o ......, SIDE SLOPES OF BASIN ARE TO 1 001--001--30 �00 PATTERN "D" OR EQUAL �� \ \\ BE SEEDED WITHIN 7 DAYS.
ro ------ .. 8E SEEDED WITHIN 7 DAYS. ----w -�r- 4.. ,;, 37s-_. 001 1 -�001 _ ! - - ,, *ATTACH A 1.5" FAIRCLOTH SKIMMER . r
M - ENL • --*ATTACH A 1.5" FAIRCLOTH SKIMMER ..._-__. _ 376 OOl-_001_.. 01..-001 �1 �� ��ti�\�.. -( )
O OR EQUAL WITH A 0.6" ORIFICE FO
O01 DEWAIERI G
THE
---'--377-----_`..�
•
s
ENL
_........ .. _._...._...
(OR EQUAL) WITH A 1.0 ORIFICE FOR
DEWATERINGTHE SKIMMER BASIN
•....;m;;;,m-- -- _..__.
001 """':�� 1-+"--.,DO�,.� '-^---•. 375 � _ _
_
ROY'S
375 - \- -N SKIMMER BASIN
- -- DURING CONSTRUCITON.
a
3�3 - '-
DURING CONSIRUCITON.
.._._, RIDGE-"- •
---- `- \
,,- -
- ----
..._ .... _..... _..__ _ ... 60' R/W (PRIVATE) DCi7----.._... .. _.-..._""_
374-"a
4:
RIP RAP ENERGY DISSIPATER .__.. ._.ECS.•
- _ ...._.....
-_-."-...� „-�.�'-^ - r001 ---_.. l O13T DO"i"� ,. _... ._.
- :4', W: 2',6', D50: 4" ._... _.._.
5
_.._
THICKNESS: 9" -
Ecs.
-- ---._ _ RIP RAP ENER Y DISSIPATER
/
CLASS ASTONE - - - -
-" -- ---- ..... L4', W:2',6', D50:4"
o
sscAA STONE GRAPHIC SCALE
0
o-
�� 60 0 30 60 120
240
( IN FEET )
Know what's below. 1 inch = 60 rt.
Call before you dig.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
SITE AREA
STABILIZATION
STABIUZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
409 Chicw Drive - Suite 112
FayeHevIL e. North Carolina 28306
F. (910426-5777 \\\
Licmx Number C-2354
�5OLUTION-INC
A,VONCG K A A 4p� A, CmbTLCT "wY A,
``�O ��N uCARO zz
�••• SS/ <7 Az
``
� o �y
= i1� SFAYIr .
''/Z �OTT
0-7 -1 o-ly
REVISIONS
PROJECT NAME
THE LEGENDS
SUBDIVISION
GRA IN ND
EROSI
CON OL AN
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-10

LOWAY ROAD
SR�1214
409 Chicago Prive - tmte 112
faye+WLL� North Carolina 28506
Pl~ (90)42"�77
=5
Lc� N CT 54
4P SITE
60LUTION�51NC
ALW., 'K A V",44 A G,, A CONSTQIKTWIurourA
xiv_ss/6 -P�,
rr
EIS
S66*24'21"E 1309.10' J EIS 02 SEAq
4
< , COTT
f
VICINITY MAP
NOT TO SCALE
REVISIONS
LEGEND:
0 0 0 0 (a- 0 0 EPEISK
0 EIS -EXISTING IRON STAKE
14 (D EPK-EXISTING PK NO
..........
R/W - RIGHT OF WAY
1+04.6 2' V
1+G.6 45
PROPERTY LINE
2' BO
RIGHT-OF-WAY
CI-14,' -SETBACK LINE
w -STORM DRAINAGE
w -WATER LINE
Approved Store -.water pz­,nit Documents
*CONTRACTOR SHALL DETERMINE i, I FES-19 I I QAs - UNDERGROUND GAS LINE Construction in accordance with those documents Is
EXACT WATERLINE LOCATION 11 7+88.4 ...... rectuirod b the stormwater permit. North Car.0111%
INV: 378.70 -OVERHEAD UTILITY
THE FIELD AND MAKE CONN C N _0+16.4 rulgS "9 that the storMWatef System 0"19nor
8"X8" TEE
PERMANENT EASEMENT
2+65.5 HW-17 Inspect during Donstructjon; certify conformity with Ins
3+21 5
-0+21.1 8+03.4 plans and specs; and certify compliance with IIIS
2+55,5 8� GV FH INV: 379.17 5- Al ELECTRICAL BOX 'AC2H `IGO80))
1 .6� sj0mjwatftrruWs.(I5ANC
_0+
8"X8 TS&V, -------- 8" GV
1� E 7- -3 7%FIRE HYDRANT V
IP -8'XB" TEE .0 Permit
we we we we V8 ..... DI-14A
fl WB We we �]14A PROPOSED FIRE HYDRANT
I Kid I a
_0+35 I! 0+0al ... ..... .
1+00 3 3+00 o6 5+00 6+60 LEGiENDS DRIVE oo'r + FH* 9+00 IQ+
+ 0 PROPOSED WATER METER SheetRevision Date.,
VALVE
50' H PROPOSED WATER
-0+00.6 2
R/W (PUBLIC) 3,91 380 00
PROPOSED TAP SLEEVE AND VALVE
0+31.5',
_7
TAPROP
•PROPOSED BLOW OFF
.......... F OSED TEE
2" GV
12+10.6
HW-16
8" GV No PROPOSED REDUCER
FES" 1 0
INV: 378.35 1
INV: 379.43 3V 11 +95.6" 13+04.9
0 42 29
0+16.5 FH
TS PLUG/TAP 2-
8"X2" TS
56 PROJECT NAME
505
1p,
0 13+26.5
2" GV
CI-9
CD ke
CI-3
0 0 + THE LEGENDS
N/F
M.C.L., LLC 0 0
DB 1067, PG 281
2+11.2
FH . ...... SUBDIVISION
J
PLUG/TAP 2" ...... 17
2+27.3
FH
A
%
PLUG/T P 2-
CI
0 1 26
z
0
7
2+74.5
2" GV
0
0
y 1 2" GV
+
UTILITY PLAN
O CI -CI-11 4,
(j
PIN# 694050001012
15+76.4
7
_j '� r, I 53 I
2" BO
jj
32
0 M
'a !00S112>- A
a-
U)
Lu _j ar e
16+22.2
W 8" GV ...
5' UTILITY EASEMENT AROUND CLIENT
EACH CUL-DE-SAC (TYP)
z
_j
CIA UTILITY NOTES
<
W - M.C.L., LLC
4+64.2 1 M '.. 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS -GUILTS DURING THE
CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE
0 2" BO 008
NOTED ON THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF
FES-1 3
374
THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM
(> A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE
0 37B COMPLETION OF THE PROJECT.
io 4+95.9
+ 5+23.9 ..
2" GV
ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED
2" BO 2.
F 20 UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING
. ...... ;`6 SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS
NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND
DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN 3102 N Main Street
-- 3;,s LOCATING PLUGS TO AVOID INTERRUP71NG SERVICE TO EXISTING CONNECTIONS. Hope Mills, North Carolina 28348-0020
CI-1 ce
00
01 1
77 - 16
_[,"INV.W�7 43
I
rn
(DOUBLE)% ... MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE Phone: [phone]
5+74.2
2 2" GV 3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
GV CI-6 DEVICES ARE NOT ALLOWED
(DOUBLE) APPROXIMATE UNLESS OTHERWISE NOTED.
-4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
\FES72 COMPANIES AFFECTED BY THE PROPOSED WORK.
5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY NTH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS
-FES-7
. ..... ......
6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM.
-no;
�o 34
�e PROJECT INFORMATION
ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING
A, CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE.
C7 0 8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE
WITH HOKE COUNTY AND NCDENR TECHNICAL SPECIFICATIONS.
9. ALL MATERIALS SHALL BE APPROVED BY HOKE COUNTY BEFORE INSTALLATION.
z",
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HOKE COUNTY
A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
SANITARY SEWER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE
X
.378 ENGINEER OF RECORD AND HOKE COUNTY 48 HOURS IN ADVANCE OF ALL
37
ENL 376 TESTING.
7-:
11. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE
ENL . ...... . ... DRAWING SCALE
377 375
. . .... DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS
3i5
- ------- - --
"W 581.28' ROTS ... . ... _373_ 7 UTILITIES ARE FOUND,
372 UNLESS RUNNING ALONG A LOT LINE, IF ADDITIONAL U HORIZONTAL: 1"=60'
60' R/W (PRIVATE)
CONTACT ENGINEER PRIOR TO DEMOLITION.
12. ALL ELEVATIONS ARE IN NAVID 88 DATUM.
- - - - '00"W 231.02'
A N63*15
__ECS
N63'15'11"W 21.34' ECS
GRAPHIC SCALE DATE RELEASED
>
P 240 60 0 30 60 120
0 JULY 10. 2014

fl' I r
f ,
t 7
,
4LL DETERMINE 'I `' I FES-19
LOCATION IN INV:378.70
4KE CONNECTIONIf
1
0+21.1
8 X8 TS&V,
-
-0 30 1, of o" 1+1
�i
}� = FES 18 '
INV: 378.35 --.�
I
,
o
410
405
400
395
390
385
380
375
370
365
360
355
350
E
ap
/. __. ----L_—
OF DI
—�N
STORM
HIGH POINT ELEV = 382.47
HIGH POINT STA = 5+09.14
PVI STA = 5+09.14
PVI ELEV = 382.72
A.D. _ —1.00%
K = 200.00
MIN COVER-
LEGENDS DR
■% 0r.
ROADWAY PROFILE -0+50 TO 16+50
PROI
...8" SDR
91 WATER MAIN
.. _..........
f0.
.......
F
+
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..................
<
......................
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P
409 Chicago Drive - 5uite 112
FayetWl e. North Carolina 28306
F�90)426-5777
License Number. C-255d -
4D SITE
�5oL LITitoNb, INC
" �cNP1cc21NG/��,¢KnNG /�N��car1>T¢uC11oN u.Your�
g� \A \ CARO</����i
p �F ESS /pi.
riQ ccA✓ r1
� '//�OTT
1III\?Po``
L 0?-1 0-1�(
t
REVISIONS
N
Approved Storr,Y,ater Pe 'mi DOWN1ants
Construction in accordance with these documents is
required by the slormwater permitNorth Caroline
ki
1
qulra that the Stormater system designer
rules rew
Inspect during construction, certify conformity with the
plans and specs; and certify compliance with the
rrt
stont ter rules. (15A NCAC 2H .1008 (
wa
/
�a s s tys
Permit I Datefj0_�.. /
csra 1+
;.. , ew C D1111 n of
xc
Date&_eet
Sheet#, ",____.__Revision
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
I inch = 60 ft.
410
405
400
395
390
385
380
375
370
365
360
355
350
240
PROJECT NAME
THE LEGENDS
SUBDIVISION
BELMONT DRIVE
PROFILE
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-51.0

410
405
400
395
390
385
380
375
370
365
360
355
350
yo»1
l
MASTERS COURT
501 RM (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 5+50
_.... ...........
..........
................
m
II
an
.....
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r
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—
—EXISTIN�
GROUND''-=-
_
PVI STA = 5+31.70—
-I
_
-0.50%
ROPOSED GRO
ND
-
ELEV = 378.59
—
.._ ..._
_.. ......
.._
..
-----"""�36"
14
GAS MAIN
.J
__.
20 LF OF 4'
... ..
8"....SDR 21
WA
R MAIN ..................
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GAS
MAIN....._
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MIN COVER
....... .... ................
STEEL CASING.......
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CENTERED
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STORM
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405
400
395
390
385
380
375
370
365
360
355
350
410
405
400
395
390
385
380
I
375
370
365
360
355
350
o0
TITLEIST COURT
501 R/W (PUBLIC STREET)
)ADWAY PROFILE -0+50 TO 6+00
__tt.._... t_.36" MIN
® 0:50% 15" RCP ---
HIGH POINT ELEV = 379.0
HIGH POINT STA = 4+02.1
PA STA = 4+54.19
PA ELEV = 378.82
A.D. _ -0.86%
K = 120.54
104' VC
,b I . ...
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410
405
400
395
390
385
380
375
370
365
360
355
350
0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
DRIVER COURT
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 2+00
410
405
400
395
390
385
380
375
370
365
360
355
350
O�
r
O
r
n
6 n
M
M
�
M
i'1
17 rr
0+00 1+00
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
410
405
400
395
390
385
380
375
370
365
360
355
350
240
409 Chicago Dnve -.suite 112
FayetteAl-Le. North Carolina 28306
nh (0910 ( F\�\
License Number C-2354
41? �5ITL
�5oLUTIION�5, INC
�uklNcuuNc � �u¢vE.riNG � G>'.s � can7T¢ucrw! IATOIIT
,N �CARO/
=O� of'G-7
2� �y`
t; SEAn
0 7-10-ly
REVISIONS
ARptev tdr�+wiuretef Hs MK P041 N114"1 �
bOnih 10d1 In accordance with dress don4mento is
re*ried by the stormwater permit. North Carolb a
rules nN*** that the stormwater system designer
Inspect during construction; certify conformity with the
plans and space; and certify compliance with the
slormwatw tubs. (15A NCAC 2H .1 DOB (j) )
�Par it Ms D IIo"n o 1 tV
.,,w$'S'� _ C Division of``+�tl31
Sheet"#-�_`_`_'^.'_'_—._�.._ Revision Dot��MGte.
PROJECT NAME
THE LEGENDS
SUBDIVISION
PREAKNESS
CIRCLE, OXBOW
CIRCLE & DERBY
COURT PROFILE
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-52

410
405
400
395
390
385
380
375
370
365
360
355
350
GWD N 3 (2011)
7
r
1
96
)
� N
/
1 m
N
i
/
h
CI-1 TO FES-2
STORM DRAIN -0+50 TO 1+50
410
405
400
395
390
385
380
375
370
365
360
355
350
0+00
1+00
GI L
CI-6 TO FES-7
STORM DRAIN -0+50 TO 1+50
410
405
400
395
390
385
380
375
370
365
360
355
350
0+00
1+00
410
405
400
395
390
385
380
375
370
365
360
355
350
CI-12 TO FES-13
STORM DRAIN -0+50 TO 1+50
410
405
400
395
390
385
380
375
370
365
360
355
350
0+00
1+00
410
405
400
395
390
385
380
375
370
365
360
355
350
r�-'oJ
410
405
400
395
390
385
380
375
370
365
360
355
350
Z�4
ro
>DUB
CI-5 TO FES-20
STORM DRAIN -0+50 TO 2+00
LF 0 0.47% 8RCP
2" WATEI
LINE IN 4
06
o06
06
m
0+00
60
GRAPHIC SCALE
0 30 60 120
( IN FEET )
I inch = 60 ft.
410
405
400
395
390
385
380
375
370
365
360
355
350
240
409 Chicago Drive - .Suite 112
Fayetteville. North Carolina 2820
F(910) 426-5777 \`\\
License Number C-2354
4D SITE
'50LuTION�'INC
�C1JGINF>:mN4 � �uevil'iN4 � �v3 � cmblwrrwl tnYOifr
0'7-1 0-1`/
REVISIONS
Approved `t.irr 4-�ater Pe, -nit Documents
Construction in accordance with these documents is
required bYy�the stormwater permit. North Caro"
rules require that the stormwater system designer
inspect during construction, certify conformity with the
plans and specs, and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (1))
Permit O Oi Date
C Division of us
,Sheet #_ �„„,_---Revision Date 7gfn=-
PROJECT NAME
THE LEGENDS
SUBDIVISION
STORM PROFILES
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRANK BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1 "=60'
VERTICAL: 1"=6'
DATE RELEASED
JULY 10, 2014
L4:I4i 11 4i1
C-52

C�
DI
1/8" RADIUS
rTPT1�
CURB AND GUTTER TO BE POURED
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
i (END OF CURVE)
N V
rya
N s 1
3000' PSI
- CONCRETES.-
v;
11 7/8"
(LOW POINT IN CURVE)
24"
24" STANDARD ROLL CURB
JOINT SEALER
1/8' TO 1/4-
4-
1/2• - JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
5'
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PRWIDE 1/2- EXP. JOINTS WITH PRE -MOLDED E.J.
FILER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
CONCRETE WALK
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LBJACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
LBJACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH AND:IORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LBJACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1 - AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
LBJACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST I5-DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB (ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB /ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBJACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
TEMPORARY SEEDING SPECIFICATIONS
NTS
NTS
(PACTED
\_ COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
NTS
2 PAVEMENT SECTION
5 HANDICAP RAMP WITH TRUNCATED DOMES
SEEDING MIXTURES:
SPECIES RATE(LBSJACRE
TALLFESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LBJACRE OF GERMAN MILLET OR 15 LBJACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING. FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL. SEPT. 1-SEPT. 30 SEPT .1 -OCT . 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000- 5,000 LB /ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB /ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB (ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB /ACRE 1G-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB 11,000 FT')
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LBJACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB /ACRE 10-1 BE 10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4, 000
L8 G /A RE RAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
C
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
9 PERMANENT SEEDING SPECIFICATIONS
3
11
See Plans 2%
I 1
HEADWALL DIMENSIONS
PIPE DW
W1
W2
I H1
H2
H3
D
15'
3.5'/3.75'
1 6.5'/6.75'
1.25/2.00'3.00'/3.75'
1'
FRONT VIEW
28' BC -BC
14' 4 1 14' 11
2 12' 12' 2'
3%
2" SF9.5A 3q, 2% See Plays
6" CABC
1- W
Z Z NOTES
W J
v 1. SECTION SHOWN TO DEPICT TYPICAL CUF Q FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 5' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
SEE PLANS FOR LOCATION OF SIDEWALK.
3. WHERE SIDEWALK IS REQUIRED, THERE SHALL BE A 2.5' STRIP
BETWEEN BACK OF CURB AND SIDEWALK, SIDEWALK SHALL HAVE A
MINIMUM CROSS -SLOPE OF 2% FROM BACK EDGE OF SIDEWALK
TO BACK OF CURB.
ROADWAY TYPICAL SECTION
NOTES:
1. INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
2. ALL CONCRETE TO BE 4D00 PSI.
3. REINFORCEMENT STEEL MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2' MIN. CLEARANCE.
4. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA
STANDARD 1926.704.
5. PIPE TO BE GROUTED INTO HEADWALL AT
JOB SITE BY CONTRACTOR.
6. ALL ELEMENTS PRECAST TO MEET ASTM C913.
7. WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
8. CHAMFER ALL CORNERS 1' OR HAVE A RADIUS OF 1'.
9. THE MINIMUM BAR SIZE SAHLL BE i5 BARS AT 8- CTS.
THE CONTRACTOR WILL RAVE THE OPTION TO INCREASE
THIS BAR SIZE AS NEEDED.
6 HEADWALL
PLAN VIEW
-�_ W
INFLOW _ y
STRUCTURE
SKIMMER
-
DEWATERING
DEVICE
ON STONE
IN
BEDDING
\ i
MIN
DEWATERING
ZONE
FILTER
CONSTRUCTION 3FECIFICATONS
L CLEAR GRUB 5 = RIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES-vETALON. ROOTS AND OTHER OBJECTIONABLE MATERIAL.
PLACE TEMPO-"== SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THA- _ __ MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
O VEGET<- -•; ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
THE FIL_ IFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
0 R ILL THE FM3ANKMENT 6 INCHES TOALLOW FOR SETTLEMENT.
3 SHAPE THE d S V TO, THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SE"LING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER W DROOLING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4 PLACE THE BARREL ON A FIRM. SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FIL_ MATERIAL AROUND THE PIPE SPILLWAY IN 41NCH LAYERS AND
COMPACT IT UN =R AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS
THE ADJACENT E V BANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED
BACKFILL OVER-_ PIPE SPILLWAY BEFORE GROSSING IT WITH CONSTRUCTION
EDUIPMENT
5 ASSEMBLE T- -. SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS
6 LAY THE ASSE :SLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT c- THE INLET OF THE BARREL PIPE ATTACHED THE FLEXIBLE
JOINT TO THE -<= EEL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A P.-.= TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN
7 INSTALL THE ---WAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE LWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
IMPERMEABLE 3 E -TEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO Q . E R THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
TIME DAM FOE =._iORI NG IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES -- FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND E*.' -'ITO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PI ECE -I PLE S EST ONG A R EA R EOUIR ED. THE UPPER SECTION
SHOULD OVE FI -. --HE L ONES SECTION SO THAT WATER CANNOT FLOW UNDER
THE FABR.Y.
8 DISCHARGE :.--ER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS DIVERSIONS NTH OUiLETPROTECTION T O DIVERT SEDIMENT
_ADEN WATER - _ "HE UPPER END OF f HE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY
9. CONSTRUCT'-E STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED
DIVERT SURFS C- NATER AWAY FROM BARE AREAS COMPLETE THE
EMBANKMENT ES= JRE THE AREA IS CLEARED.
10 INSTALLPC -. S BAFFLES AS SPECIFIED.
11 AFTER AL- : E p VENT PRODUCING AREAS HAVE BEEN STABILIZED. REMOVE
THE STRUCT._ =p aND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH '-E=DJOINING AREAS AND STABILIZE PROPERLY.
10
SIDE VIEW
STONE BEDDING'
SEGMENT
ZONE
CROSS-SECTION VIEW
NTS
ELEVATION OF
SPILLWAY
SON 40 PVC J -ISIMMER CAN BE PUROWSM FROM J.W. FNRCILOTH a SON INC.
PPE SKIMMER CNOSFII SHWL BE EQUAL TO THE FARCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
CONTROLS
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM
UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
THE SKIMMER IS NOT CLOGGED: IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
TEMPORARY SKIMMER BASIN
NTS
BNIED END SECTION D9EM90N6
PPE DA
D
WNL
OD
B
C
E
F
G
H
J
K
M
15,
1T
1/1
19 1/2-
27 1/4-
47 1/2'
30'
17 5/r
I6 3/C
Ir
16 1/2'
r
Y
16'
lr
1/2
23'
27-
47 3/4'
3r
20 7/6'
2D 1/4'
20 1/r
12 1/2-
r
0'
24'
24'
r
3r
1/4
4S
37'
4] J/4'
?7 1/Y
T2 1/6'
20 3/4"
26 1/4-
13/1
2'36'
J6'
4'
44'
6r
37 1/2-
71-
40 7/r
40'
A J/C
]9'33/1'
3 3/14r
M'
5'
36'
70 1/1'
2r
W I/Y
W 3/4'
W 3/4'
W 1/r
5/ 3/1'
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2- THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY. AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
C A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL,
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
409 Chirw Drive - Suite 112
Farette•.•1I North Carobna 28306
F (9 0426 5777 or \\\
License Nu Iber C-2354
6OLUTION6, INC
�GNRINGLP.nIV a1RV",K SP3 Ca T..Tw LAYoUr�
07-1 v-1�(
NTS I 1 REVISIONS
NOTES:
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
GRADE W .
3. ALL EXPOSED EDGES CHAMFERED 3/4-
E 4. PIPE TO BE GROUTED INTO FLARED END
SECTION JOB SITE BY CONTRACTOR.
5. PRECAST FES STRUCTURES SHOULD BE
POSITIONED AROUND AN EXISTING PIPE OR PIK
INSERTED INTO FES FLARED END SECTIONS
SHOULD BE PLACED ON A PREPARED FOUNDATION
AS SPECIFIED BY THE ENGINEER
6. COMPACTION OF BACKFILL MATERIALS SHALL BE
AG WOLMifD TN TRIP fNf.1NFFR
PROJECT NAME
THE LEGENDS
NTS SUBDIVISION
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
6. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS. BUT NOT STEEPER THAN
2A MAXIMUM- DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
11 GENERAL EROSION AND SEDIMENT CONTROL NOTES
GRAVEL ENTRANCE SHALL BE W FEET
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING
ROADWAY
W-0'MIN 4'-0" la Or
FILTER FABRI 2 Y WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE
Z_��O
T /
5•
0
�w�� min.
r.
T,v .a
AGGREGATE
6" MIN. THICKNESS
2-3" COURSE
THICKNESS-6INCHES MINIMUM
WIDTH- 12 FT. MINIMUM OR FULL WDTH AT ACCESS
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
AREA. WHICHEVER IS GREATER
LENGTH- SOFT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCE$ AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING ANDX BORROWAREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SWILL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD INBA CONDITION T 0 PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THISMAY
TER
REQUIRE PERIODIC ANY STRUCTURE
WITH 2-INCH STONE. AFTER EACH
RAINFALL. INSPECT ANYSARY IMMEDIATELY
USED TGTRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED. WASHED OR TRACKED ONTO
`A PUBLIC ROADWAY$.
NTS
12 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
DETAILS
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-6mO

DRIVE STEEL POSTS 18' INTO THE GROUND
MAXIMUM 8O C. AND EXCAVATE A 4' X 8'
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE B' INTO THE
NOTES:
TRENCH UPHILL ALONG THE LINE OF
PJSTS.
EXCAVATED TRENCH AND IDRNEO OUT
4' IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
STANDARD METAL POSTS 2'-0' IN GROUND
TOP B BOTTOM STRAND
SINLL HAVE A MINIMUM OF 6 WIRES WITH I Y STAY SPACING.
NOTES:
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36' IN WIDTH AND
1. GRADE THE BASIN SUCH WHAT THE BOTTOM IS LEVEL
19 GNKE, IW6AYARE CLOTH 1 i
(I
STEEL POSTS
STAY WARES
MIN 12-12W
SHALL BE FASTENED ADEQUATELY TO THE HARE WITH III WIRE
STAPIESIIQ7LONG FABRIC THAT DETERIORATES TO SUCH
DRIVE POSTS N'INTO THE
pRpLH RARE PENCE TO POSTS AND EXTEND
2 INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN
MESH OPENINGS)
LINE WIRES
EXTENT THAT ITS EFFECTIVENESS 15 REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTRACTORS EXPENSE
MAXIMUM 4' O C. AND EXCAVATE A 4- X 8-
TRENCH UPHILL ALONG THE LINE OF
THE BOTTOM OF THE FENCE W INTO THE
EXCAVATED TRENCH AND TURNED OUT I'IN
BAFFLES SINLL EXTEND THE FULL WON OF TIE BASIN.
MIN. 12n2GA.
Po5T5.
THE WRENCH.
SUPPORT HARE OR
3, DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
J. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
P
pCCkO55THE BASIN OR TRAP.
,_,_.
_VCONSTRUCTION
TIE SELF FASTENER ANGLE STEEL TYPE.
SIIEEI. POST
SPECIFICATIONS
c
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
STEEL POSTS
/
4.PQSTS FOR THE BAFFLES SHALL BE 4'OC. OP
EMM SEMI
-} 1, UNIFORMLY GRADE A 9LILLUI DwE55DN
.
A
ANDAFTEREACHRAINFALLCCCURRENCE ANYNECESSARY
//
MAINTENANCE
APpgrygpX; THE NET
REPAIRSOR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
TIE DEVICE SHALL BE MADE IMMEDIATELY.
1, INWECTRI WFLESEACHACTIVEDAYONSITEBU IN
..
...... ..... 2 ORNE 5NG TH STIED. POSTS 2 FEET EV MILE GROUTS
'• NET SP, FW.F4
.rNO
p(
l
S.REMO ADEP031TETORAGEVOLUME AND TO EDUCE
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
CASE 1E53 THAN ONCE PER WEEK ANO AFTER EACH
RA qNY REPAIRS IMMEDIATELY.
BOTTOM ANOIOIED MM $TIPl6
NFALL EVENr MAKETHE
PE WIDER O A MQSIS
FEET
RIFE PBl♦ETER OF ¶E MET, A YATMAI OF 4 FEET
�i{
4, ti
�,i..
PRESSURE ON THE FENCE AS NEEDED
2. REMOVE DEPOSITS WHEN THE MEASURE
„qss Na ,g%.•3"*%'t` C' -" - ""-.T'
.....
5. SIN) THE POSTS WRIT WIM NESH NAMDWME
STEP 1
STEP 2APAR
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE"�..
HALF FULL.
REACHES IYLLF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES MEN THE SEDIMENT IS REMOVED.
ATTACH THE FILTER FABRIC TOTHE WIREFENCE
T
IESII TO THE POSTS
CLOWN.SEM,MO
CONTRACTOR UNTIL THIS ACTION 15 APPROVED BY AN NCOENR
REPRESENTATIVEACTIONARE WILL BE MEN THE
Y
'-- A BOTTOM, A2 FOR
TRENCH AND TURNED OUTHIEINATHE TRENCH THE
FIRMLYBACKFITTHETRENCHANOCOMPACTTHESOIL
FIRMLYTURIED ANCHOR THE SILT
TAAPPROVED
CONTRIBUTING I55TABLF.
A
S.TEMPORARY MEASURESHALL NOT 6EREMOVED BY THE
CONTMCTOR UNTIL TON I $APPROVED BY AN
--' OETTIP��HANDERT THE
.. .� - OF THE IRL'ER TIE OMSEL
WAVE FOR
"•sxxszxQ�Yr,W"^a" b RECOMMENDED.
FABRIC
FENCE. BURIED FABRIC BHALL NOT BE VISIBLE.
VISIBLE
••,.
'�
V\
ENR REPRESENTATIVE. I I�
APDPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
....... .,�*"�+Taa:_ ...
. _. .... ...,.'...•.......
4. PULE CLEW GRAVEL (NCOOT 15 OR %57 5101E) ON
. - A M SLOPE WITH A NOW OF 16 INCHES AROUND THE
POSTS MAX e' O.C.
STEP1
STEP2
STABLE - 3SW OF SURFACE AREA
a. PLACEMENT t
""A
2 1 SLOPE GRAVEL FILTER 57 SOME ro A HEIGHT OF 1C TARE MD SNOW TO LT EVEN GRACE.
FIRE WIRE'
ATTACHED BY TENETTINGR OTTER FABRIC
APPROVED BY THE ENGINEER TO ME STAY WIRE
BACKFILLFIRMLY ANCHORHE THE BOTOMOFTHE SOIL
FIRMLY TO ANCHOR THE BOTTOM WINE SILT
3BAFFLES:
INLET ZONE-25% OF LENGTH FROM ENTRYROW
FIRST CELL -25%OF LENGTH FROM INLET 20IE FNSi dgIHR
ONE
IMMUM MITI TOP OF BOX
M NI ABOVE F BOX
-'•,1
A
FABRIC
o FILTER FABRIC
AND POSTS. EXTEND THE BOTTOM OFT IC
FENCE. BURIED FABRIC SHALLN VISIBLE.
SECOND LENGTH FROM FIRST CELL \ 2R Oi 9111FAIZ AREA
S ONCE THE COIIIRMIIWG NWW,•E AREA HIS BFIIi
{�
T
_y.
4' IN TH
6' INTO THE TRENCH AND TURNED OUT I' IN THE
THE TOP OF THE FABRIC SHALL BE 6' HNiHEfl
E ED H
ONE I CIF
OUTLET ZONE -15%Ci IENGTM FROM SECOND CELL
STAMM RBIOE ACTED SCR
ESTABLISH FRA GRADMIG DDAMIONi
j� .rz;
1" g
�'-i'al..f.
,.
� -
Q Y9W1RESTAPLES1- III 'LONG
TRENCH OR USE V EROSION CONTROL MATTING
STAPLES.
THAN THE WEIR.
SECOND OMLBDI
R1R OF SU IF NFA
6. COMPACT THE AREA PROPERLY AND STABEIIL R WITH
`
F LI
.}
{`
BOTTOM CF HARE FENCE AND
TU' / FILTER FABRIC BURIED B' IN
POSTS MA%4'O.C.
QIRET ZONE
GROUNDODVER2
�'� �
EXCAVATEDTRENCHBTURNED
TAY WIRE OR ROPE 1$BE SURFACE AREA
WT4' INTHETRENCH
A
�Qyy
IQ
o JUTENETTING OR E WrvILENi
BOTTOM CIE FABRIC BURIED 8'
IN EXCkdATED
A�^•
�p,,� d
STEEL POST DRIVEN
24'INTO GROUND
OUT 4'N THEHA PERSPECTIVE VIEW
PNND
A
L�RNED
O CH.OR MATH S'
i ION CONTROL MATTING
STEP3
STEP4 -
SECTIONA-A
LESMAINTENANCE
_fI&W'IMITIS
ICE
1INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REWIRED
REPAIRS IMMEDIATELYSTEEL
POST DRIVEN
INSKU INLETSAT IfASTKEB(LYMA MEREACH SIGNIFICMI (1r[ INCH CRGREAIERI
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE.
REPLACE a PROMPTLY.
A
24' INTO GROUND
RAINFALL EVENT CUM THE MESH WIRE OF ANY DEBRIS CR OTHER OBJECTS TO PROVIDE
ADEQUATE ROW FOR SUBSEQUENT RAINS. TAKE CARE MDT TO DAMAGE OR UNDERCUT
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STOPAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE
STEP 3
STEP 4
SECTION A -A
THE W RE MESH DURING THE $FOMENT REMOVAL REPLACE STONE AS NEEDED.
PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
TUTS
NTS
4 REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND MING THE AREA TO
MADE AND STABILIZE AFTER
GR
NTS
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
1 HARDWARE CLOTH & GRAVEL INLET PROTECTION
2 SILT FENCE
3
POROUS BAFFLES
sar 1, z2A6
_F
4.WUsM1
B4O0'R44MI
TRM INSTALLATION
8So[2 "
L2ar10 B1MI
I -I 300'I0.611AI
.l_
12"
4.00' 11 Z2M]
4.00' E uM1
2"-5"
0 7 STAPLES PER SO. YD.
(08 STAKES PER SO. M)
PL
7 STAKES PER SQ, YM
0PL
(0 8 STAPLES PER SO. M)
6.
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
/•
�.
0 (D
® 0
<CiC
✓ As
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400' pY1Ml
1.00' (1.22MI
PLAN
_
1 3 STAPLES PER SO. YD. 1.7 STAPLES PER SQ. YD.
U 5 STAPLES PER SO. M) (2.0 STAPLES PER SO. M)
3 STAPLES PER SD. Yp. 13 STAPLES PER S
(11 .5 STAPLES PER SO. M) (2-0 STARES PER SQ . M) M)
3A
D
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• )L. ^A s. '4 A :.:
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3.00 IS 91Mi • i5U I0.46M1 3WI091MI • • 0
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1
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tar IC BIM(
4.ar 11 zzM1 1 as la 30M)
• • •
4,W I122Ml
• • • • • @ • 2W'1061AN
• •
1BY 1030M)
34 STAPLES PER SO. YO. 3.6 STALES PER SO. YD.
(4.1 STAPLES PER SO MI (4 3 STALES PER SO. M) NTS
34 STAPLES PER SO. YD. 36 STAPLES PER SO. YD. NTS
N.1 STARES PER SO. M) (43 STARES PER SO. M)
6 STAPLE PATTERN FOR 4' ROLLS
7 STAPLE PATTERN FOR 8' ROLLS
NOTES
PVC VENT PIPE
1. LA IS THE LENGTH OF THE RIPRAP
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
INLET
GRASSED OR RIP RAP LINED SWALE
APRON.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
�'��+
PIPE OUTLET TO {J 1�'W y �`K C 2 D - 1.D TIMES THE MAXIMUMNOLE
WELL-DEFlNED CHANNEL ` STONE DIAMETER BUT NOT LESS
" I':?'
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM DEEP X 6" 15 CM WIDE TRENCH
) ( )
WITH APPROXIMATELY 12" BEYOND THE UP PORTION OF THE TRENCH. ANCHOR THE
ENTIRE LENGTH OF THE SWALE.
,,,:Y , THAN 6'.
�yx,
(30cm) OF BLANKET EXTENDED -SLOPE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
A y j/`.,A 3.T AWELL-DEFlNED CHANNEL EXTEND
.r� THE APRON UP THE CHANNEL
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
SEE PLAN FOR WIDTH
1 `_{ 8WK5 TO AN ELEVATION OF 6"
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
a , - ABOVE THE MAXIMUM TMLWATER
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
.u}s•4F
DEPTH OR TO THE TOP OF THE BANK,
`yy^WHICHEVER IS LESS.
X,
3. ROLL THE BLANKETS A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
( ) ( )
EXISTING
:6 ' r `
4. A FILTER FABRIC OR BLANKET SHOULD BE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
GRASS OR RIP RAP LINING GROl1ND
THE RIPRAP
.,,,'�-°, F INSTALLED SOIL FOUNDATION.
.."'�,,, ;,. AND SOIL FOUNDATION.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
FLEXIBLE HOSE
SEE PLAN
k'
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
PLAN
ON BLANKET TYPE.
W
t,
tub:,, SEE PLAN FOR .:
GRAVEL OR FABRIC
1 L .., DEPTH
LA
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
5 +,
5
^,.
BLANKET WIDTH.,
NOTE:
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH do SON INC.
;. - •:'
-_
.%"•-
y
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
-;,.LY.;_ CONSTRUCTN)N SPECIFICATIONS:
•'--:.-�::._-.:
`' 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
'``'''��'
COMPACTED OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
_ ¢� ;,,,, r• .LAP y f r : D
ii
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMDVIE
SEE BELOW
SUBGRADE 2_ EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
'~ _
e*xs";✓'T '4 i- _3 3
SEDIMENT AND RES-ORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGITT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
AND DIMENSIONS SHOWN ON THE PLANS PLUS 02 FT
OVERCUT
I- �-
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
FILTER LAYER
BOTTOM OF THE 351N DOES NOT HOLD DOWN THE SKIMMER.
BUILDUP.
_�� GRAVED. OR FABRIC
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
--�'
REPAIR THE BArr PUSS IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS ROWING UNDERNEATH OR AROUND THEM.
SWALE DIMENSIONS: so THAT SURFACE WATER MAY ENTER THE CHANNEL
SECTION A -A
MAINTENANCE:
FREELY,
NITI�rF
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
i_ BOTTOM WIDTH. 1.5', LENGTH: 106, SIDESLOPES: 5:1 4, ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
DISLODGE THE DEBRIS AND RESTORE ROW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
2. BOTTOM WIDTH: 1.S. LENGTH: 160', SIDESLOPES: 5:1
AND AFTER SIGNIFICANT 0 INCH OR GREATER)
t INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
THE ORIFICE INSICE THE SKIMMER TO SEE IF Ff IS CLOGGED; IF SO, REMOVE THE DEBRIS.
3. BOTTOM WIDTH'. 2', LENGTH: 306, SIDESLOPES: 5:1
RAINFALL EVENTS TO SEE IF ANY EROSION
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
4. BOTTOM WIDTH: 1 S, LENGTH: 686, SIDESLOPES: 2.5:1
AROUND OR BELOW THE RIPRAP HAS TAKEN
3 IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY RUSHING
s, BOTTOM WIDTH. 1.5'. LENGTH: 2W. SIDESLOPES: 5:1
PLACE. OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, I. HE BLANKET SHOULD BE
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
MAINTENANCE 6 CONSTRUCTION:
PREVENT FURTHER DAMAGE
REINSTALLED.
CHECK THE FABRIC UNED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
L INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
EMBANKMENT, SP.-WAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS.
2. IMMEDIATELY REPAIR ANI REPLACE ANY DAMAGED AREAS.
NTSNTS
NTS
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4 KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS
4 TYPICAL RIP RAP APRON
5 EROSION CONTROL BLANKET INSTALLATION
8 FAIRCLOTH SKIMMER
9 TYPICAL SWALE CROSS SECTION
NATURAL GROUND
r MAX. SLOPE (TYP)
,1IIIIL J��
2.5 2.5
IN.
�) r/
NATURAL GROUND
25
µ COMPACTED SOIL
N A L I REQUIRED,E H IG
EWH
ALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
i
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
I
NTS
10 TEMPORARY DIVERSION BERM
409 Chicago Drive -.suite 112
Faye WUe. North Carolina 285o6
Ph,
fax [phone] \\\
License Number C-2354
4D bITE
boLi UTIONsF INC
�fJNCNI'SR1N[ /14 QnRKY1N(i � LPG � CaMUTPLL'IwJ lAYOUT�
0-7-1 0-141
REVISIONS
PROJECT NAME
THE LEGENDS
SUBDIVISION
DETAILS
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JULY 10, 2014
SHEET NUMBER
C-6m 1

409 Chicago Drive - .suite 112
Fayetteville. North Carolina 28306
1. CONTRACTOR SHALL REPAIR ALL WATER T E LA ERALS AND MAINS DAMAGED DURING B. CROSSING WATER MAIN OVER ASEWE�NECESSARYFOR R. WHENEVER IT IS A METER BOX NTH PlI000 (�O) 4266777 \\�
]. WATER OUTAGES: THE CONTRACTOR SHALL SCHEDULER COORDINATION MEETING THE CONTRACTOR SHALL COMPEER THE REQUIRED WORK AND RESTORE WATER NOTES: 1. ALL MATERIALS TO BE APPROVED BY
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN WATER MAIN SUCH
AN EL OVER A SEWER E 801-TTERAL, THE WATER MAIN SHALL RECESSED AMR READING HERE COUNTY NOTES:
AND LATERAL BREAKS TO THE HOKE COUNTY PROJECT COORDINATOR. THE LE ST18I INCHES
ABOVE THEY THAT HE BOTTOMOFTHE WATER UNIESSSAT WINIMUMTH THE DTHREEOKE PROJECT COORDINATOR AND PROJECT WATER OUTAGE
SERVICE TOR FAIL
GIVEN PLEPE THE FOR OUTAGES ALLOTTED
LID SET 114'ABOVE GMDE
CONTRACTOR SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WR HOKE LEAST 181NCHES ABOVE THE TOP OF THE SEWER MAINILATEAL, UNLESS LOCAL MINIMUM OF THREE(3)WORKING DAYS PRIOR TO ANY PLANNED WATER OUTM1GE. THE CONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED'IME HOKE VARIES 2. SERVICELATERALUNLESS
OTHERWISE
Fa<(9O)42lSS777 N,
COORDINATION MEETING SHALL BE CONDUCTED PRIOR TO ANY NOTICES BEING COUNTY SHALL ASSESS A PENALTY OF S5W PER 1SMINUTE INTERVAL OR ANY POLYETHYLENE UNLESSORERWISE 1. ALL MATERIALS SHALL DE APPROVED BY
COUNTY STANDARDS. CONTACT03 SALE NOT OPERATE HOKE COUNTY WATER CONDITIONS OR BARRIERS PREVENT AN 181NCH VERTICAL SEPARATION IN SPECIFIED LJCenE NUmhm C-2354
MAIN VALVES WITHOUT HOKE COUNTY APPROVAL .AND SHALL COORDINATE ALL WHICH CASE BOTH THE WATER MAIN AND SEWER MAINILATERAL SHALL BE ISSUED. ADDITIONALLY, THE CONTRACTOR SHALL LOCATE (VERTICALLY AND PORTION THEREOF UNTIL WATER SERVICE IS RESTORED. THIS PENALTY WILL BE FINIaHFn ramF HOKECOUNTY. SEEDW3 W4SHT2OF2
VALVE CLOSINGS WITH HOKE COUNTY. DUCTILE IRON IN ACCORDANCE WITH HOKE COUNTY REQUIREMENTS. HORIZONTALLY) ANY UTILITIES WITHIN THE WORK AREA, IN ACCORDANCE WITH DEDUCTED FROM THE CONTRACTOR'S PAY APPLICATION OR BE BILLED DIRECTLY TO / ---iY. ¢ 3. SERVICE LITERAL INSTALLATION SALE FOR METER BOX LID DETAIL. o \�
THESE CONTRACT DOCUMENTS. THE LOCATIONS OF ALL UTIUTIESWITHIN THE TIE CONTACTOR. THE PENALTY MAY BE WAIVED FOR CIRCUMSTANCES BEYOND / EO. EO On BE APPROVED BY HOKE COUNTY \\
PAVEMENT
O w 2. METER BOX SHALL NOT BE LOCATED OTHERWORK AREA SHALL BE DETERMINED PRIOR TO THE COORDINATION MEETING. ANY RCONTRACTORS'NTR ASD EM DEEMED HOKE COUNTY. THE HOKE COUNTY _ x�
2. THE CONTRACTOR SHALL NOT DOMESTIC
WATER
CONTAINING SEDIMENTS
ANYMENTS METHOD OF C. WATER MAINTORMAINOSS UNDER A SEWER:WH(LATERIT IS BOTH THE
EWATERRA ETO CONTROL, E E CONC. CURB8Gl1TTE a �¢ ap¢z 1. WCATEDRVICEL SANITARY
TO BE �� �'
,�: T
LBLOW EVELS F CHLORINE TO
CWAIDENTS METERS
THEC NTRAC HIGH AND THE SEWER
CROSS UNDER SHALL B MAINMRRONINA ACCORDANCE
WTH CONFLICTS ANDWITH THE PENDINGSORING ANYK AND TH CONFLICT SHALLUTIUM
SHALL BE PROJECT COORDINATOR ANUTA PROJECT ENGINEER RESERVE THE RIGHT TO �_ !' is ¢o.� LOCATEDTSTAIW CK ENIN TALLER OR WHER
H-20 LOADINGS CAN IMPACT BOX
IDENTIFIEOANDS CPLAIN FOR OORDINATION
MEETING
ANY TO CONFLICTS BHALL TBE HE CONTRACT THE CANCEL OR POSTPONETHEOUTAGEAT ANYGIVENTIME IF DEEMED NECESSARY CLEAN OUT STACK WHEN INSTALLED OR COVER.
LEVELS OF CHLORINE TO PASS THRU RESIDENTS METERS. THE CONTACTOR SHALL AND THE BEWEREQUIREMENTS AFL BE DUCTILE IRON IN LCCORDANCE WITH PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE CONTACTOR �_�'�;,, IN SAME DITCH.rm 1 L
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING "DIRTY' WATER TO HOKE COUNTY REQUIREMENTS. A FULL JOINT OF DUCTILE IRON PIPE SHALL BE o O L I 0 J r I
ENTER RESIDENTS PLUMBING SYSTEM, SUCH AS WATER HEATERS, STAINED INSTALLED ON THE WATER MAIN CENTERED AT THE POINT OF CROSSING. HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO THE PENDING 5. WHEN INSTALLED INAPAVED AREA, 3. FOR 1"WATER LATERALINSTALIATION T
CLOTHING, CLOGGED SCREENS, ETC. OUTAGE. VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL PREVENT THE METER BOX TO BE SET 114"ABOVE SEE HOKE COUNTY DETAIL W 2 TOP VIEW BOTTOM VIEW i 1 1 1
D. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 12-INCHES OF VERTICAL WORK FROM BEING COMPLETED, ALL EQUIPMENT IS IN GOOD WORKING ORDER, ALL 1" FULL PORT ANGLE ALL VALVE -'.-� FINISHED PAVEMENT GRADES AND N"MNK/LI-VIGPW ii CONSTR1K710N LAYOUT/L1
EQUIPMENT IS FUNCTIONAL, ALL MATERIALS ARE ON SITE. ALL NECESSARY TOOLS WITH ONE OR TWO STEP STYLE PAVEMENT FEATHERED TO TOP OF BOX 4. DIM'S i U.N O.
3. WATER MAINSAND LATERALSSHALL REINSTALLED UTILIZING HOKE COUNTY CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER A z TOEMENT FEATHERED TO TOP BOX
APPROVED CUTSHEETINDICATING INSTALLATION DEPTH. STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED. IN ADDITION,
ARE ON SITE, DISCUSS ANY NECESSARY CONTINGENCY PLANS, AND ANY OTHER f COMPRESSION FOR I PS PE INLET ;( "-'")� 6. TO METER BOXES DRAIN AWAY
REUSED
THREE AND A HALF IS5) FEET OF COVER MUST BE MAINTAINED OVER RE ITEMS NECESSARY TO ENSURE THAT HOKE COUNTY AS CONFIDENCE THAT THE WORK to I"CC SINGLE AND FEMALE METER THREAD
4. TRANSFER, T WATER SERVICES SHALL WAND LATER L AS FOLLOWS THENWAITWAINOR!ALF Q 5 BEDUCTILEEIRON VERM MUST
BE MAINTAINED OVER
IS USED
CAN BE ACCOMPLISHED WTHIN THE GIVEN TIME PERIOD. SHOULD, FOR ANT REASON, m STAINLESS STEEL SWIVEL NUT WTH LOCK ALL IN TRAFFIC AREAS SEE W.4B.
A.INSTALL, TEST AND STERILIZE NEW S OTHERDEDIREC S. LATERALS SHALLBE WATER WON AND HALF FEET Of COVER MUSTTICAL CLEARANCE
SHALE OUTAHOKEGE,
COUNTY OUTAGEEM E
NO THE CONTRACTORIS ONOT PREPAREDFORAND THE POSED
STRAP SADDLE INSERTS SHALL BE STAINLESS ]. PERIMETER SOLID CONCRETE BETE BRICK
( ) OUTAGE, THE OUTAGE NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE STEEL tY METER COUPLING SASE WITH NO GAPS W NOT LAY
INSTALLED 1&"INSIDE RAN UNLESS OTHERWISE DIRECTED BY HOKE COUNTY. WATER MAIN ANDA MINIMUM OF 4INCHES OF VERTICAL CLAANCE SHALL BE SHALL BE POSTPONED A MINIMUM OF TWO (2) HONE COUNTY WILL PROVIDE TNTHHREAD FEMALE BRICK ON PIPE. SEE GAPS,
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER LATERAL MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DRAINAGE LIN E. BALL CORPORATION STOP THREAD METER SWIVEL ASPHALTERE
NUMBERS SHALL BE EXISTING INSTALLED ON SAME ADDRESS AND/OR CUSTOMER. TIC SERVICE UTILIZING BRASS FITTINGS BLOW OF TWELVE( 2)RE A RINCHES OF VERTGALSSES DER A STORM SEPARATONS SHNAGE LINE THE ALL BE MAINTAINED AND WRITTEN CONTRACTTITIME WILL BE GRANTED FORN TO ME ACTOR OF RS DELAYHISHOULDION. NO ADDITIONAL RE CONTRACT TIME ORH AWAA INLETS, TAX)STEP STYLE ONE
NUT AM'MIPT. 8 PAVEMENT MST. ME LOCATION OF
OFF SERVICE AT HOSE BIBB ON HOUSE ONLY AFTER METER HAS BEEN THE WATER MAIN SHALL BE DUCTILE IRON FOR A DISTANCE OF IO-FEET ON EXPIRE WITHIN THAT TWO (2) WEEK PERIOD, HOKE COUNTY RESERVES THE RIGHT TO COMPRESSION FOR IRS PE Vx]-12"SPACER FOR BOX SHALL M AS DIRECTED BY HOKE
TRANSFERRED. EACH SIDE OF RE CROSSING. ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTACT DOCUMENTS. WTH STAINLESS STEEL DOMESTIC SERVICE, COUNTY REPRESENTATIVE C{IA{{{R���
C. ON ERALL STING SYSTEM
ARE TRANSFERRED TOTHE MAINS
ACCORDANCE
OFF VALVE ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED,A FOLLOW-UP INSERTS. IRRIGATION SERVICE.1- x 10-14- SPACER 9 OPERATING STMETOP OF LOOK M O TOP OF BOXY I PLAN �•• •"`O/''///
HOKE COUNTY
DETAILS
AND ABANCON EXISTING MAINS IN ACCORDANCE WITH COORDI NATION MEETING WITH THE PWC PROJECT COORDINATOR AND PROJECT V In POLYETHYLENE PIPE SPACER SHALL BE SHALL BE B" MIN. To 1 X MAX. _ N .
HOKE COUNTY DETAILS. ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO RE SCHEDULED RE 34M 160 PSUP.E. 3408 I [ ! pp
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING OUTAGE. THEPURPOSE OF THISMEETING IS TO VERIFY THATRECONTACTOR IS 200 PSI ASTM D 124gTYPE III FURNISHED BY PWC. 10. RESIDENTIALMETER D%SHALLBE SET I~1]9It8 12S/16 `\O: ySS�O%2��/
METER BOXES. ASTM 0335gJ55434C BRICK METER BOX BASE 18" FROM RAM TO CENTERLINE OF
�' OC i
PREPARED TO PROCEED VVIR RE OUTAGE, AND THAT ALL EQUIPMENT, MATERIALS,Q-
5. MEN MAIN IS NOT TO BE ABANDONED , CONTRACTOR SHALL UNCOVER OLD TOOLS, AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITE AND FUNCTIONING . WATER p SEEINSET'A" METER BOX PERPENDICULAR TORERNV S •Q ��
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TO ABANDON OLD IF FOR ANY REASON HOKE COUNTY DEEMS THAT THE CONTACTOR IS NOT PREPARED, M�' 11. COMMERCIAL METER BOX - SEA c
TRACER WIRE
LOCATION SALL -
SERVICE. RE OUTAGE SHALL BE POSTPONED AND ALL CUSTOMERS IMMEDIATELY NOTIFIED OF 12 GA SINGLE STRAND COATED BE AS INSTALLED
APPROVED 02 -
RE CANCELLATION. THE OUTAGE SHALL BE POSTPONED A MINIMUM E OF SHOO (2 (O RPOT COON OR BA (PREFER NO METER BE INSTALLED 7
COPPER WINE EXTENDED INTO • 4 `
CORPORATION OR BANDS) LESS RAN 6 FROM BLDG. TO EDGE iN,.Ygr/VL
6. SEPARATION REQUIREMENTS WEEKS. NO ADDITIONAL CONTACTTME WILL RECANTED FOR THIS DELAY SHOULD METER BOX 6'AND WAPPD OF BID%).
LL BE CENTERED
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE RE CONTACT TIME EXPIRE WITHIN THAT TM) (2) WEEK PERIOD, HOKE COUNTY AROUND LOCK VALVE ,1C \
LAID AT LEAST IO FEET LATERALLY FROM EXISTING OR PROPOSED SEWER RESERVES CONTRACT THE
DOCRIGHT TO ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE Y'SOLID BRICK METER BOX BASE 18 12 ON!LATLOT UNRAL LESS OTHERWISE DYED. w �� q/1 GINE O��\\
MAINILATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENTA IO-FOOT n __ ED EQ I t3. LATERAL SHALL NOT BEvl. ........
LATERAL SEPARATION - IN WHICH CASE. n SOTTOM yW BACK FILLED UNTIL HOKE COUNTY PROJEC INSPECTED
BY PIN 1 11 INATOR. 'n UT
BACK FILL
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF METERBOX� - L w
THE BOTTOM OF THE WATER MAIN AT LEAST 181NCHE5 ABOVE THE TOP OF �� OF BO% 1 1'. 14 HYDROSTATICWATER WIN ALEA GE ND LDALL PASS 21-1yt6' 1g9116"
THE SEWER MAINILATERLL; OR BRICK IUIIL W STERILIZATION TESTS QW PSI). 0-7-10-1y
Ii. THEWATER MAIN IS LAID IN THESAMETRENCHASTHESEWER - I�L1L-- -� 15. BARBTYPE FITTINGS ARE NOT IS ATIONO� EVATON OA
MAINILATEAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH1' ACCEPTABLE
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF SECTION WA- SPACER SHALL BE 16. SDULD IT BE NECESSARY TO CRIMP RE ELEVATION VIEW
BRICK METER BOX SASE ENTERED WATER SERVICE LATERAL. A FULL CIRCLE
THE WATER MAIN AT LEAST t81NCHES ABOVE THE TOP OF THE SEWER MAINILATEALINSET "A" PIN METER BOX REPAIR CLAMP SHALL BE PLACED ON RE
. LAN
N DATE REVISION NO DATE REVISION F
REVISION D. DATE REVISION
WATER UTILITY NOTES WATER UTILITY NOTES PROPOSED 1" WATER SERVICE LATERAL 1-INCH METER BOX DETAILS
1 ANDS REVISEDNOTESA 1 AN05 REVISEDNOTESA RESIZEDMETERCOUPLING 1 WIG CADEDBOXDIMENSIONS REVISIONS
SHEET NO. DWG. NO. W.1 2 OL11 REVISED NOTES& ADDED NOTE 6 SHEET NO. DWG. NO. W,1 2 UL11 REVISED NOTES & ADDED NOTE 6 SHEET NO. DWG NO W2 REVISED NOTE RE TRACER WIRE DWG NO W,4
SHEET NO.
1 OF PATE JAN. Ot, 2019 20F2 DATE JAN. 01. 2014 1OF1 Dc TE JAN. 01. 2014 1OF2 DATE JAN. 01. W14
2014-W1 WATER UTILITY NOTES.Txg 2014YetWATER UTILITY NOTES Nvg
201d-V2 WIAT.Ewg 2014-VJ411N METERBO%Qwy ,
1 �A 5116-�I NOTES
TOP TO BE FLUSH WITH VALVE BOX PROTECTOR 1 1. VALVE BOX SHALL BE 3 PART SUP -TYPE NOTES:
FI NISH GRADE AND LEFT RING SHALL BE PLACED WHERE NOTES : A O O A MANUFACTURED BY SIGGM CORPOATION 2 RINGS MFOREDpR AS SHOWN
CID 1. CONCRETE PROTECTORRIDBHALLBE
EXPOSED VALVE IS LOCATED IN NOW �o�o� (VB�62), TYLER UNION 8855 SERIES), STAR DEFORMED BAR AS SHOWN 2500 P.S.I. PRECAST REINFORCED CONCRETE
TRAFFIC AREA$ SEE VALVE 1. ALL MATERIALS SHALL BE IN ACCORDANCE
PAVEMENT BOX PROTECTOR RING DETAIL. WITH HOKE COUNTY STANDARDS. PIPE PRODUCTS (VB-0UUU. OR APPROVED
4I^'^ . n �Q Da EQUAL. 2. VALVE BOX SHALLEAT GRADE
UNDERSIDE 2RESILIENT WEDGE GATE VALVE SHALL BE AS
": 1 Y ABOECTOR RING EMENDING
3000PSI POURED 12"TURF 6"max. MANUFACTURED BY OR LO CORP., 33/d" / - 12'ABOVEGADS
AMR MOUNT IN PLACE CONCRETE ��1 TRACER HARE AMERICAN DARLING OR CLEW CORP. Q � 2. VALVE BOX SHALL BE gPIECE CLOSE j
TOP VIEW HOLES COLLAR I 1----�J 2 3. ALL VALVES BHAGAINED CAST IRON SLIP -TYPE VALVE BOX "min (Q a LL SAVE 2"SQUNE T' % 3. SEE GATE VALVE AND BOX DETAIL
WITH A MINIMUM RICHNESS OF y16".
1 . -F FINAL GAGE ! - OPERATING NUT ANO SHALL OPEN WgTER
1 COUNTERCLOCKWISE SECTION"A-A" PLAN ; d VALVE BO%PROTECTOR RINGS
3. VALVE BO%SHALL SAVE RAISED LETTERS
O O O O O O - t' " CONCRETE COLLAR ( ___ 4. VALVE BODY, BONNET AND GATE SHALL BE 5-1/4" DROP LID 'WATER'CAST INTO COVER. BOX IN UNPAVED DWTRA` ICAREAS
O O O O O O O O ee (_ BHALL BE PLACED IN ACCORDANCE WITHAWWA G509IC Sty C
O O O O O O 1 WHERE VALVE IS IN A 9' TO AN OP CREATE A HINOERANCE
O O O O O O O O O O O O O ' - - TRAFFIC AREA AND NBF61. g314" d. VALVE BOX SHALL HAVE WHICH
A 1ATrRILLED \\\ / TO MOWING OPERATIONS.
O Q O O O O Q Q Q Q O Q I I -I ]-5/8" IN TOP SECTION THRU WHICH A 1/4SH-12'
0 0 0 0 0 0 0 0 0 0 0 0 5. VALVE DON ALL
BONIER SHALL BE
�1/d'
O O O O O O O O O O O VALVE BOX COATED ON ALL INTERIOR AND EXTERIOR ]-3r8" ' GALVANIZED BOLTSALL BE USED TO
O O O O O O O O O O O O 1-3/16" 0 -3/16" 1 _ BEE DETAIL SURFACES WITH A FUSION BONDED EPDXY SECURE MINIMUM 12 GAUGE, SINGLE SHADED PORTION O
OOOOOOOCO00 1(; I a: - 1 6_W8
O O O O O O O O O O O O O -- NCDOT CONCRETE : IN ACCORDANCE WITH AWWA C-SSDW. DROP LID STRAND.COATEDIRE FOCOPPER OR CERROUS D REMAINDEEXPOSED
IBU
I ( BRICK STEEL TRACER HARE FOR NON-FERROUS REMAINDER IS BURIED
H REQUIRED 6. ALL VALVES 24"AND SMALLER SHALL HAVE PIPE. A 12" WASHER SHALL. BE USED PLAN
O O O O O O O O O O O O O €! EACH SECTION) q SAFE WORKING PRESSURE OF 250 PSI.ONHITS
..
O O O O O O _- j T BE_ ENNUTANDINSIDEODX. TIGHTEN
O O O O WATER METER O O O 0 ( MIN. 12 GAUGE, SINGLE ]. SEE VALVE BOX DETAIL FOR ADDITIONAL T HAND TIGHT.
O O O O O O ee 1 STRAND, COATED COPPER 1 J INFORMATION. 4" min
I- TRACER WIRE (SALL BE / � - 5 6' max. 5. SCREW TYPE VALVE BOXES ARE NOT
8. SEE VALVE BOX PROTECTOR RING DETAIL
INSTALLED BETWEEN i FOR ADDITIONAL INFORMATION AIiCEVTABLE. GROUND
16-7/16" 1$-7/16" yr' ,l VSTALLEALVES ON
1 1. 9. VALVE BOX SECTIONS ARE REQUIRED. THE up 6. DIMENSIONS SHOWN VARY BASED UPON THE 91E - -- -- INSTALLED ON ALL NON
METALLIC PIPELINES) USE OF PIPE IN LIEU OF VALVE BOX MANUFACTURER. ACTUAL DIMENSIONS M!N REINFORCED
WATER SPLICER SHALL BE WATER SECTIONS SHALL NOT BE PERMITTED. '° on SHALL BE APPROVED BY HOKE COUNTY.kit CONCRETE
ALV M41N REJECT
BY THE HC Aly MAIN ¢ ¢ TOP PROTECTOR
REJECT COORDINATOR - > SECTION Z VALVE BOX SECTIONS ARE REQUIRED. RE z ? RID
n SPOT SHALLEHOBE PERMITTED.
SIDE VIEW 11;- _USE OF PIPE IN
1" VALVE IN TRAFFIC AREA VALVE IN NON -TRAFFIC AREA s OUATsiDE OFNO REDSHALL BE INSTALLED VALVE BOX
PROJECT NAME
9. REFER TO HOKE COUNTY DETAIL W 6 FOR
INSTALLATION REQUIREMENTS.
1 3/S 0
BOTTOM 24" DIAMETER MIN.
s-ve" SECTION CUT AWAY VIEW
NT3 THE LEGENDS
6 ,2"
1g1M' SECTION A -A
91/2" NTS.
TOP SECTION BOTTOM
1-INCH METER BOX LID
NO. DATE REVISION GATE VALVE NO. DATE REVISION VALVE BOX D. DATE REVISION NO DATE REVISION SUBDIVISION
1 nm REVISED LID (N.T.S.) 1 s/W DDf9 ED NOTE Y9 NTS. 1 ] ADDED NOTES ],88 CLARIFIED NOTE VALVE BOX PROTECTOR RING
SHEET NO. DWG. NO W4 1 SUB CHANGED BOX& LIDDIMENSIONS SHEET NO. OWG. NO. W6 2 7109 LARIFIED NOTES SHEET NO. DING NO W.7 2 1114 REVISEDNOTES1,4,8 DWG. NO. Wg
2 OF PATE JAN 01 2014 1OF1 PATE JAN. 01,2014 1OF1 DATE JAN 01 2014 SHEOEf NO.
DATE AN 01, 2014
2010.W411N METERBOi 2014-W6 GATEVALVE ei MIW] VALVEBOX.dig 2014-DAB LONG PROTECTOR RING.Oxp
2" sQ NOTES: 1 6- '
1-15116" SQ. 1. ALL MATERIALS SHALL IN ACCORDANCE WITH (TYPICAL - NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS) I,nPI V_OPERATNG N UT OPEN
HOKE COUNTY STANDARD PENTAGONAL BEALL MATERIALS SHALE 4, APPROVED By HOKE TO BE BLOW OFF
UNLESS NOT
NA THE JRD'OPEN'AND HOKE COUNTY STANDARTHDS. COUNTERCLOCKWISE
ARROWINDICATING - NOTES: COUNTY APPROVED BY HOKE COUNT/.
COUNTERCLOCKWISE 2. RAISED MALE FACE SHALL BE REQUIRED TO PROVIDE z 1. FIRE HYDRANT SHALL BE MODELS 2. WHEN INSTALLED INp
5. REMOVE ENTIRE ASSEMBLY
DIRECTION CAST HERE FOR PROPER ALIGNMENT OF THE TAPPING SLEEVE. 1. PROPOSED FIRE HYDRANTS SHALL BE INSTALLED IN ADVANCE OF SEWER ]. EXISTING VALVE DEPTHS ARE MEASURED FROM EXISTING ASPHALT ADIOR 22112 NOZZLES&1112'NOZZLE MANUFACTURED BY MUELLER GD. FROM BELL OF WATER MAIN
MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT VALVE COVER TO THE TOP OF THE OPERATING NUT. THE BARREL INFORMATION WTH FIRE HOSE COUPLING THREADIN (CENTURIAN), AMERICAN VALVE AND PAYOLA AREA BOX CONCRETE THRUST BLOC
3. ALL VALVES SHALL HAVE 2- SQUARE OPERATING NUT INSTALLATION TO PROVIDE AND/OR SUPPLEMENT WATER MAIN FLUSHING IF SHOWN IS CALCULATED USING AN INTERPOLATION BETWEEN THE TWO ACCORDANCE WHOSE COUNTY HYDRANT CO (MODEL MARK 73), CLCW SHALL BE SET I W ABOVE PIPE WHEN EXTENDING THE
AND SHALL OPEN COUNTERCLOCKWISE.EST MEDALLION OR APPROVED EQUAL. FINISHED PAVEMENT MAIN
BREAKS OCCUR. FIRENEAHYDRANT
FROM CROSS
ORS AND HE FLANGE
_ STANDARD. NOZZLE TO M LL GRADE AND PAVEMENT
FIRE HYDRANT IS INTERPOLATED FROM CROSS T SHA L B THE FLANGE BE SECURELY CHAINED TO THE
0, RESILIENTWEDGEBY MU VALVE SHALL BE AS 2. FIRE SAPPING SLEEVE
VEAND VALVE
WIET TAP TERCON ECTI N THEEMADE ACCORDANCE
NTH
ISAPPROXIMATE IMATE. FIRE TANDHYDRANTSTALL TI INSTALLED IN • HYDRANTSVALVE 2, ALLVALVESCONNECTIONS
HYDRANTS SHALL FEATHERED TO TOP OF
MANUFACTURED BY MUELLER CORP., AMERICAN SUSING ALEEVE AND
SHALL BE VALVE BYWET LYTESTED PRIOR
TO
LNG ACCORDANCE WITH THE FIRE HYDRANT AND VALVE INSTALLATION DETAIL I HAVE MJ. CONNECTIONS WITH IRON DX. DETAILS
DARLING, CLOW CORP., OR APPROVED EQUAL SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO THE FIN. OR VALVE BOX RETAINING GLAND M.J. RESTRAINT.
S=N0. 8 SEE BOLT BOX SHALL
BOX AND VALVE
COMPLETION OF THE TAP IN THE PRESENCE OF THE OWNER. 8. THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN
HOLES STRAOOLEQ ' FIREBOX SHALL BE IN
R 5. VALVE BODY, NTH AANO GATE SHALL BE IN THE ACTUAL PROJECT (L ONS C HYDRANT NO DEPTH OF BURY,
5'-0" DEPTHHYDRANT NO IN CCO DANCE SHALLHOKE FIECOD PAINTED T' SCMED W PVC-
(125LB.ASAj ACCORDANCE WITH ANWA G509IG515 ANOHAVE, .x _ ,x_'_ STANDARDS,
BEFORE
PROJECT
ACCORDANCE WITH HOKE
3. VICINITY
CONTRACTOR SHALL EHYDRATRIOUTI REQUESTING D IN THE ACTUAL CH O FOR Y, AC UAL CO F BURN, REQUIRE
NO ,.a { ,i, .fi > 9P ELBOWallI--
DOT IT Ell NSF61. ay - BARREL ."r COUNTY DETAILS ASPHALT
VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING INDICATES OF BURY, ACTUAL CONDITIONS REQUIREAS'-6"DEPTH x { y( BRICK STANDARDS, BEFORE PROJECT IS
CONSTRUCTION STAKES. THE PROPOSEDLOCATION WAYBESHIFTEDOR OF BURY, THEN A SUBSTITUTION WILL BE REQUIRED). ALL EXTENSIONS SHALL o�� /. 6- GATE # SEE CONCRETE ACCEPTED
6. VALVE BODY AND BONNET SHALL BE COATED ON ALL RELOCATED BY RE OWNER IF CONFLICTS EXIST B E. GAS SERVICES. UGE, BE APPROVED BY THE HOKE COUNTY PROJECT COORDINATOR PRIOR TO >� THRUST BLOCK
") INTERIOR AND EXTERIOR SURFACES WTH A FUSION TELEPHONE, ETC.). INSTALLATION AND ONLY AFTER ALL EFFORTS OF SUBSTITUTION ARE JJJ - DETAIL 4. HYDRANTVALVESHALLEPLACEDAS it 2"BDR 2I PVC
(1 pi BONDED EPDXY IN ACCORDANCE WITH AMA EXHAUSTED. CLOSE AS POSSIBLE TO THE MAIN, BUT DID I 2'SUP ON CAP
G55g90. 4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF g NOT PLACE VALVE IN PROPOSED OR Y'min.� 2- BRASS FIPx PAC
INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN 9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN, - - EXISTING CURB AND GUTTER. IF THE JOINT FOR PVC
-1- FINAL GRDE 4"min
]. ALL VALVES 24' AND SMALLER SHALL HAVE A SAFE MATERIAL. SIZE, CLASS , DEPTH AND LOCATION FOR EACH INDIM DUAL FIRE CONTRACTOR SALL PROVIDE ALL LABOR, TOOLS, EQUIPMENT, MATERIALS, STREET IB SOIL AND NO PAWING IS TO BE 6.m. ADAPTOR
WORKI NG PRESSURE OF 250 PSI ♦ 6'DI PIPE y
HYDRANT LOCATION IN ORDER TO SUPPLY PROPER SLEEVE TYPES, ETC. NECESSARY TO PROVIDE INSTALLATION. FIRE HYDRANT Ij„ DONE IS TO BE DETERMINED
B ME NONE
METER BOX CONCRETE THRUST
V LENGTHS AND OTHER REQUIRED MATERIALS TO ACCOMMODATE EXISTING SHALL BE TRANSFERRED TO NEW MAIN BRANCH LIN E AFTER MAI N IS ACCEPTED. T.�_ I _ VALVE IS TO BE DETERMINED BY REHOKE CONCRETE COLLAR 12"BRA55 NIPPLE
R HOKE
SEE TAPPING SLEEVE (DETAILS W. 10 OR W. 11) FOR WATER ILLS ENCOUNTERED AND SITE CONDITIONS . I IYORANTS SHALL NOT BE OUT OF SERVICE FOR OR EATER THAN 24 HOU RB. - ''t: "4-. '^ '-': =' COUNTY PROJECT COORDINATOR. BLOCK EETAIL
u ¢ IN PAVED AREAS
o m S u o ADDITIONAL INFORMATION. CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF t �. - r.,y xn1SEE NOTEl4V COUNTY DETAILW I]
i w 5. THE INFORMATION CONTAINED IN THE "ENE HYDRANT DATA CHART WAS SERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION. a5 ''-rpm, S FIRE HYDRANTS SHALL BE PLACED AS CONC. PROTECTOR 2'BLLL VALVE
_ UNDISTURBED RID IN NON -TRAFFIC
O 9. DIMENSIONS SHOWN f.RE FOR REFERENCE AND MAY PRODUCED USING EXISTING END RECORDS AND AVAILABLE FIELD SOIL DI TEE. HYDRANT TEE DIRECTED BY RE HOKE COUNTY PROJECT
VARY EASED UPON MANUFACTURER. VALVES SHALL INFORMATION. THE INFORMATION IS INTENDED TO ASSIST THE CONTRACTOR, 10. SOD SHALL BE REPLACED WHERE APPLICABLE. DAMAGETOPROPERTN .v '1 OR TAPPING SLEEVE COORDINATOR. AREAS. (SEE VALVE
BE SIMILAR IN NATURE TO THAT SHOWN AND SHALL BUT IS NOT GUARANTEED. THECONTRACTORISENCOUAGEDTOVERIFYALL OWNERS LANDSCAPING, FENCES, ETC. SHALL BE REPAIRED OR REPLACED TO x AS REQUIRED (SEE BO%DETAIL W.])
� � m
u
VARIE6 tY MU SLEEVE
NOT DEVIATE IN ESSENTIAL DETAILS. THE PROVIDEDACCURINFORMATION. THIS INFORMATION ISAPPROXIMATELND MAY REPROPERTY PAYMER'S SATISFACTION, TO INCLUDE WITHIN RIGHT -OF WAY. TAPPING DETAIL) 6. HYDRANTBRANCHSHAULNOTBEBACKDB SBRASS NIPPLE
L' 10. ALL TAPPING SLEEVES SALL BE HYDROSTATICALLY NOT BE ACCURATE. (NO SEPARATE PAYMENT). PLACED
EDTO STONE FILLEDUNTILOUNT PROJECDNDAPNATOR BY CLIENT
LIENT
PBO ED RAIN OPENING
M YAWN CONNECTION MJ1 IRON MORE COUNTY PROJECT COORDINATOR. BRICK RESTRAINT TRACER WIR NL 1��
COUNTYPRESSURETESTED IN AJUONS ACCORDANCE SHALL
WITH HOKE 6. RECONTRACTOR WILLENSIREQUIRED S(NO MORE THAN
ONEH HYDRANT
LENGTHS OF ABOVE DRAIN OPENING RETAINING GLANDl STAAIMRD
C K WITNESSED
DANDAPPROVED B TSHALLBE BARRELS AND EXTENSION
E ANT USED PER HYDRANT) TO ADJUST FOR WATER I SEE RAINNAND PNC STNMRO ]. GATE VALVE AND BOX6ALL BE IN
G=NO. & SIZE OF WTNECT COO D COORDINATOR
APPROVED TO
COUNTY E%TENSION MAY BE USED PER HYDRANT) TO ADJUST FOR WATER MAIN DEPTHS RESTRAINING DETAIL. ACCORDANCE WITH HOKE COUNTY TSDR-21 PVC WATER
T A B BOLT SLOTS PROJECT COORDINATOR PRIOR TO BEGINNING 28OLVALLE
IN RELATION TO TOP OF EXISTING CURB GRADE, TOP ELEVATIONS
PAVEMENT EXISTING STANDARD DETAIL IF BRASS NIPPLE MAIN
TAPPING PROCESS. DITCH GRADE L FAND/OR RIGHT -OF-WAY GROUDSIONS ROOFS TCESSARYONNECT IWMABKING WET SLOTTED YSCHEDW MMCC`M, LLC
AOy BE REQUITT NOSRED TO NOON HYDRANT EXTENSIONS OR OFFSET B THE ROTORS O HYDRANT EXTE APPROVED
DBY TAP SEE DETAIL VALVE BOX PVC W° ELBOW
My BE REQUIRED TO MAINTAIN PROPER COVEP. AS APPROVED BY THE HOKE OFFSETS SHALL T APPDVED R HOKE
COUNTY PROJECT COORDINATOR. (NO SEPARATE PAT). COUNTY PROJECT COORDINATOR.
WATER //��fl 'X2 TAPPING SADDLE
MAIN 2 R I P x PAC G - MU PLU
JOTNT INT FOR PVC REVISION FIRE HYDRANT REVISION ka
EN REMOVEDMADAPTOR EN EENDING
2- BRA55 NIPPLE N
TAPPING SADDLE CONCRETE THRUST BLOCK
M.J. TAPPING VALVE No DATE REVISION FIRE HYDRANT AND No. DATE
NO. GATE 2" BLOW OFF D. DATR REVISION
. , .
(N.T.S.) 1 7ro9 ADDED NOTE IO1 ]l09 REVISED NOTES 236. s 9VALVE INSTALLATION, REVISED ADDITIONAL GENERAL NOTES REMOVED NOTE tt N.T.S. '. 1023f3 REVISED NOTE A4 (N T.SJ
1 6f6 CHANGED FITTINGS TO SCMEDW
DWG. NO. W,9 DWG. NO. W 12 _':E NO W 13 2 ]11M REVISED &ALTE ALTERED
E2, REMOVED NOTE DWG. NO. W 15 2 lift REVISEDCONFIGUATION 3102 N Main Street
SHEET NO. DATE JAN. 01, 2014 SHEET NO. DATE JAN. 01, 2014 STREET NO - _JANO 2014 A3&ALTERED RESTRAINT DETAIL SHIEEOF No
DATE JAN.01.2014 Hope Mills, North Carolina 28348-0020
10F1 10F1 tOFt
2014ASM.J TAPPING VALVE Wy 2014-W12 FH NOTES dwg 2011_W13FHCGdig 2014-W152 SLOWDIE dq Phone: [phone]
CONCRETE NOTES. -
'L-THRUST MIN. BEARING AREA EACH OIRFCTION 1 THRUST BLOCKS SHALL BE INSTALLED NOTES:
OF THRUST IN SQUARE FEET ON PVC WATER DISTRIBUTION LINES 6"
BLOCK (TVP.) (based on put suppoNng value o12"ps1@ 200 LAB test pressure) THRU IS CIA IN THE MANNER SHOWN TALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
DS FOR
CONCRETE COLLAR CONCRETE COLLAR
SEE NO STANDARD ALT. RESTRAINING CONDITIONS HCONSTRUCTIONSAFETY
AND EANDAREGULA
PIPE TEE38 W' 45`ELBOW 22-12' 4"-6"TOPSOIL RESTORED TO EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
IN PAVED ARRAS DOINGIN PROTECTOR
SIZE DADENDS ELBOW'S &CROSSES ELBOWS ALTERNATEAIL W RESTRAOR INING
SYSTEMS
CONG PROTECTOR RING
PROTECTOR ALTERNATE RESTRAINING SYSTEMS. AS REQUIRED SODDED
LGADI ANDSEEDEDON ED OR FOR C HECONTRACT CONTRACTOR
LH VE COMPETENT
PART PROJECT INFORMATION
RING IN NON TRAFFIC ASPHALT 3 2 SODDED AS INDICATED ON ON 1926
AT ALL TRACTOR RINGS CAA ION ANDBTERSON
RING IN NON -TRAFFIC ;; 6" 4 _ BELL OD � 8"MIN.
ASPHALT SEE VALVE BOX ' e" ] t0 F- 6 3 BELL OD+24"MAX. DRAWINGS. ON BITEATALL TIMES DURING EXCAVATION AND ACKFILLING.
AREAS OXDETSEE VALVE 2' in ( °?� pr. -_I 1 2 DIAMETER SHALL RN UIRER
2"min. BO%DETAILWI) FINAL GRADE DETAIL W]j-.-r.-,.� 12" 15 Zt tt 6 DIAMETERS ORTHE PROPER
LENGTH
2. CONTRACTOR PAVEDSHALL AREAS TRENCH WIDTH
BOX SHORING BE ALLOPEN
FINAL PAGE 12" 1 "�. JOINT PIPE FOR THE PROPER LENGTH. qT THE JAI PAVED AREAS
PACr.,CAL W1DTryDTH SHALL BE MAINTAINED DESIGNED BY: BEN
a 12 1 ' 3. COMPACT FITTINGS ARE NOT
4" min.
B" - UNDISTURBED 3 TYPE TRENCH IT
6'max. ': THRUST ACCEPTABLE. STANDARD FITTINGS -- E3CONDITIONS AND MINIMUM OF 4'
8.. �T. min. ELBOW BLOCK SOIL SHALL BE USED WITH CONCRETE OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT DRAWN BY: BEN
m 6"max. MJPLUG AREA OF THRUST BLOCKING. - i PIPE IS SPECIFIED AND 3 S 0, COVER IN ALL OTHER LOCATIONS
SLIP BDP TYPE C.I. \/BEARING
TRACER WIRE TRACER WIRE VVV `�L UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
o VALVES X VALVE BOX :I 4. THRUST BLOCKS SHALL BE `UNDISTURBED CHECKED BY: SCOTT
VALVE BOX FLANGE -' F _,; !`�Z*/ INSTALLED ON SEWER FORCE SOIL 4. LOOSE SJIi_ OR BELEQ MATERIAL IS DEFINED
--.: 1 MAIN IN THE MANNER SHOWN. w AS NATI'/E" SOIL EXCAVATED FROM THE TRENCHle
o FLANGE -1 BRICK J pt �I - Q REMAINING TRENCH BACKFILL FREE OF ROCKS FOREIGN MATERIAL. AND PROJECT NUMBER: 903
BRICK 1 '' ' R'' `-' @;'/ 5. IF SAC-CRETE IS USED. MIXING z COMPACTED TO 95%MAX. DENSITY FROZEN EARTH.
F - MUST BE ON SITE UTILIZING A
ry w IN MAX. 12" LIFTS FOR NON -PAVED
SEE BLOW OFF DETAIL FOR ,-- : AREAS. BEE APPLICABLE PAVEMENT 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
O CLARIFICATION OF CONSTRUCTION ELBOW / MECHANICAL MIXER.
.% COMPACTED SOIL(TYPI g_ - REQUIRED AT DEAD ENDS 6. NO CONCRETE SHALL BE / /
U COMPACTED BOIL(TYP) ,... i.. I I, PATCH DETAIL FOR PAVED AREAS WALB AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT E PRE FOR UNLESS SPECIFICALLY APPROVED BY
PLACED ON BOLTS WRAP I/� 1 THE PROJECTORIZED QUANTITY
AND ONLY DRAWING SCALE
u VARIABLE SIZE PLUG DEAD END JOINT FITTINGS WITH PLASTIC. �titi, _ ACKFILL LIGHTLY TO 12" FOR THE AUTHORIZED QUANTITY.
o TAPPED 2'. SLOTTED VALVE BOX HORIZONTAL BEND / 1 �ASOVE PIPE IN 6" LIFTS (95% 6. BEDDING MATERIAL SHALL BE PROPERLY PODDED
FITSONTO BE PLAOF 2CE U ] CONCRETESALL BE ��/ �I 4 MAX DENSITY COHESIONLESS SOILS AND COMPACTED AROUND THE PIPE HAUNCHES.
z SLOTTED VALVE BOX BRICK TO BE PLACED UNDER PIP A MINIMUM 3 WO psi W% MAX DENSITY COHESIVE SOILS)
An FITS ON TOP OF 2" PIPE ( / NOT TO SCALE
BRICK TO BE PLACED UNDER PIPE SIDE EXCAVATIONS 8 ALL BARING SURFACES SHALL BE ) "/{ ]. TEST OPTION OF THE N INEERA AND
MAY DEFICIENCIES
SHALL THE
w 2" PVC SDP21 WATER FIFE ME ) AGAINST UNDISTURBED SOIL AD I I OPTION OF THE ENGINEER AND DEFICIENCIES BALL BE
p SIDE E%CAVATIONS(TYP) - SHALL BE APPROVED BY NO PROJ. - CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST
oS " t WATER MAIN MATERIAL SHALL
COORDINATOR PRIOR TO PLACEMENT AS TO THEOWNER. THE ENGINEER MAY HAVE COMPACTION
BE THE DRAWINGS
AND SHOWN
(j E .r<;;x I � � •- -�-� � ., N � OF CONCRETE .�:: ON THEDAWINGS. TEST PERFORMED AFTER THE DAGKFILL IS COMPLETE
` - `-- :: -.. CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
2"012"LONG BRASSNIPPLE.�2"BRASSFIP xPACKJOINT .. 9. USE OF RESTAINEDJOINTOUCTILE 4" MIN SUITABLE LOOSE VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
O FOR PVC ADAPTOR ;: "' IRON WILL BE REQUIRED IF SOIL F -
m MEN REQUIRED PIPE BEYOND SOIL BEDDING FROM TRENCH BACKFJLLAND RECOMPACTIONSHALL BE PERFORMED ATNO DATE RELEASED
Z'O BRASS NIPPLE (12") \ // CONDITIONS DO NOT ALLOW THE USE EXCAVATION (SEE NOTES 4& 5) ADDITIONAL COSTS TO THE OWNER.
J BOPVCGONNEGTEOwIBRL55 2"08ASSBALLVALVE - •,�_ 5. 3r R T �0 i_�T�10 LLVERTICALB NDS$11ALLBED O - -'A UNDISTURBED JULY iQ 2014
BRASS NIPPLE SHALL BE BCH
RAINED
DUCTILE
o - CONTINUOUS
F. I. P. x PACK JOINT FOR PVC _ NGLE BTR y
o ADAPTOR Y'O BRASS NIPPLE (12'1 DATED CO =✓NEE
SOIL
n - REOUIREDF ,L
0 PIPE
2"0 BRASS SALL VALVE( CONC E E NON FERRC - E
2"0 BRASS NIPPLE (12") VARIABLE SIZE WATER MEIN ALL BEARING SHALL BE KEPT (I (FROM VA E _ _ (TO
rn ( CLEAR OF PIPE
SURFACES VALVE 80%'.
2" BRASS F P x PACK JOINT JOINTS(ttPJ SHEET NUMBER
E FOR PVC ADAPTOR SHALL UNDISTURBED AGAINST TAPPING SLEEVE
m
2" MAIN LINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2" TEE GROUND(TYP) CROSS AND VALVE
NO DATE REVISION TYPE 3 TRENCH NO DATE A A
m NO. DATE REVISION 1 711113 REVISED NOTE REISPgCER WIRE ■- .. ■
2" VALVE INSTALLATION •/V'+ L
m CONCRETE THRUST BLOCK DETAIL
(NTs.) 1 61W ADDED NOTEON corvc. DOLLAR
WP'E4 MAIN BEDDING DETAIL
OwG. No. W,15A DWG. No. W.17 SHEET Nc. - ra Nc. W.19
SHEET NO. SHEET NO. . OF 1
a 1 OF DATE JAN. 01, 2014 1 OF 1 DATE JAN. 01,2014 --"F JAN 01 2014
2014-W15A 2 VALVE INSTALlAT10N.dwg 2014�W1] THRUST BLOCK. dw dlY
9 2010.W19 WATER BEDDING

409 Chicago Drive - "5uiie 112
o BACK OF CURB Z v Z FayeHe✓ l North Carolina 28306
m FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2'± 1 8" THICK. O m
rf X SEE STD. N0. 84003 USE CLASS "B' CONCRETE THROUGHOUT. - ui 0-0 S�-1 O y Phone [phone]
TOP ELEVATION SUB. H' i . I EXPANSION JOINTS F-
<, y6• USE FORMS FOR CONSTRUCTION OF THE BOTTOM .<. Fax (91D) 4265777
Z r-o^QQQ Z QFQ
N O O :. DEDUCT FOR PIPES) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z H" 3 N O O e E'1 4'44" 4'-6" Z LirerLse Number: C-2354
USE fF4 BAR DOWELS AT I2"CENTERS. Jd'=U _ -JOX
r Z 11 N Y Y PROVIDE ALL CATCH BASINS OVER 3'-6 IN DEPTH WITH STEPS 12' LL O Z Z- y #4 BARS "V 6 6 M. J O Z
i 1 q _ O O a (7 r = .i STD. 840.03 FRAME O a t7 �\
m O �ii D - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66 N = m O /Z% D @3 EOUA SPACES GRATE 8 HOOD O R� (n = �. I
Li D (� �: m USE TYPE •E•. •F• AND"G GRATES UNLESS OTHERWISE INDICATED. W Q Z = D (� 1 1/2" 1 1/2' W Q Z =
ZDm B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS f V LL O x ZDm 3" 111 LL 0
Z5,voO x �=�zJ z��o0 -i g_��; 50LUTION,5, INC
= O r „ M MIN. IF REINFORCED OCONCRETE PIPE IS IN BOTTOM SIAO OF SOX. ADD TO SLAB M O x OO r n y H F
e I011�11R11R1'R111�''1D1 i
6' IN - D AS SHOWN ON STD- NO. 840 00. LL n _ _ uMMUMur,u IL O_ �FNLNL`�11N4 4P� /n CoNVT¢Ix-Tlm!-4YotRA
MIN FOR8'-O"IN HEIGHT OR LESS, USE8"WALL OVERO'-0"IN HEIGHT, USE ZOy DAD R w R m w I 60 ZOu%
1Y WALL TO 6'-0" FROM TOP OF WALL AND 8• WALL FOR THE REMAINING < j < F
y 6'-0' QUANTITIES TO BE ADJUSTED ACCORDINGLY. d Q y- a a PLAN d G
Z I PLAN X ` CONSTRUCT WITH PIPE CROWNS MATCHING. 1 W O
SECTION X-XY CHAMFER ALL EXPOSED CORNERS 1'. 0 Z m wA rc < w CURB AND GUTTER WITH CATCH &ASIN ON STEEP GRADES O
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18' 3'-0" 2'-2' T-3' 0.281 0.281 1,043 1,324 0.044 0.065
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24" 3'-0' 2'-2" 3'-9' 0.281 0.281 1.204 14115 0.078 0.121
30' 3'-W 2* 2' 3'-4• 4'-3• V-2' 4'-4' 4 1'-6' 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0122 0184
' T ' 36' S-w 2 2' T-10' 4'-9• 1'-8• 44' 0 Y-o' 4 4'-1' 3 4'-1' 49 0.187 0.415 0.602 1 914 2S16 0-176 0.281
WHERE 42" TO 54" PIPE IS USED ' I' ` e 42' 3'-0' 2'-2' 4'-s' 5'-3• 1'-5' 3'-6' / 1'-9' 3 3'-3' 3 3'-3" 38 0.135 0.373 0.508 2.152 Y680 0.210 0.371
48" 3'-0' 2'-2' S'-W 5'-9• 2'0' 3'-6• 4 2--6• 4 X-3• 3 T-T 41 OA73 0410 0.593 2.415 2.998 0.313 0477
3HEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET, OIF 59' 3'-0• 2'-2' S'-T 6'-3' 2'-T 3'-s' 4 3'-0' s 3'-3' 3 3'-3' a7 0217 0.448 0.859 2.80fi 3.465 0.396 OS95 SHEET2 OF 2
840.01 OF RISER CONSTRUCTION PLAN PLAN 840.01 840." RISER HAS 321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01
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- - 2'-9' -- -- -- -- -- -_ -- -- -- -- 0.281 0.772 0.015 0.028
15" 3-0• 2'-2• Y-0" 0281 0829 0.023 0036
A A 18" 3-W Y-Y 3'-3• 0281 0887 0.033 0.049
< 24' 3'-01 2'-2• X-91 0281 1001 0.059 Ooe5
30' 3' D' Y 2• 3'4 4 3• 1' 2• 4' 0• 1' S -'- - - - 4 - ' 2 3'-9' 3 3'-91 39 0.123 0.374 1433 0.092 0.127
3T 3 0• Y 2• 3'-10• 4'-9" 1'-8• 4'-T 4 1'-11" 3 T-9• 3 T-9• 43 0.161 OA15 1 714 0,123 0.178
WHERE 42" TO S4" PIPE IS USED L . - L 42• 3' 0• 2' 2• 4' S• 5-Y 1'-S 3-2• 4 T-8" 2 Y-11" 3 2'-11• 32 0.112 0373 1 738 0.180 0.29
DETAIL SHOWING METHOD ae 3-o z-z s-m 5-9 Y-o 3'-r a z-a 3 7-11' 3 2'-11' 35 0.145 0.410 2.052 0235 0317
SHEETI OF 2 SHEET2 OF 2 54'T-0• 2'-2" 5'-7• 6'-3' z-T 3'-z• 4 2'-10• 5 Y-11' 3 2'-11' 41 0.180 0.448 2.387 0.297 0401
SHEET OF 2 OF RISER CONSTRUCTION PLAN PLAN 'RISER HAS 321 CUBIC YARDS OF BRICKMASONRY PER FOOT HEIGHT SHEET OF 2
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Z D m X X #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. H (�Q LL (7 z D m D D SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. H LL ('
==DAD 4� USEFORMS TOINFORCD CONSTRUCT THE BOTTOM SLAB. F=R'OW -000 m ¢QLj FORS'-0'IN HEIGHT OR LESS. USE S'WALL. OVER 8'-0' IIN QU�OW
Z G%OOm m N❑U �' IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, yFI-zJ zG)DO� u ¢WO HEIGHT. USE 12"WALL TO6'-O'FROM TOP OF WALL, AND 8' WALL H=FZ�
(') C Z LL QUO IA ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. LL O n c= r Qm Q F- LL FOR THE REMAINING 6'-0'. ADJUST DIMENSIONS AND QUANTITIES y LL O_ 3102 N Main Street
C -{ m < PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS O O (/� C Z a U ACCORDINGLY.
D D D m U 12" ON CENTER IN ACCORDANCE WITH STD. NO, 840.66. Z F D D '1 y 00 y Hope Mills, North Carolina 28348-0020
D IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Z
N1 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES d Q y 1 ADD TO BASE AS SHOWN ON STANDARD NO.84000. a Q Phone: [phone]
0 4 TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS W 0 4 PROVIDE ALL JUNCTION BOXES OVER 3.4- IN DEPTH WITH STEPS W
z 3" SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE 4 0 Z 8" -1- 3.. 17 ON CENTER IN ACCORDANCE WITH STD. NO. 840.66. 4 Q
6' 3 HEIGHT BRICK MASONRY, OPENING IN TOP SLAB)- Y m 3 ADJUST THE STEEL. CONCRETE AND BRICK MASONRY QUANTITIES
Y SEE STANDARD 84( 54 C MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ]W C TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
ELEVATION IS 12 FEET. PLAN SEE STANDARD 840.54 #4 BARS A SHORTENED AROUND OPENING IN TOP SLAB. ADDITIONAL VARIABLE
PLAN �OPT MANHOLE COVER &FRAME #4 BARS "A" SPACED e"
SPACED 6" FOR MANHOLE COVER 8 FRAME HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
OPTIONAL C. TO C.
C. TO C. OPTIONAL MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED BRICK ELEVATION IS 12 FEET.
6„ TO ADJUST FRAME & ADJUST MAY
& COVER PROJECT INFORMATION
COVER TO SURFACE 6" TO SURFACE ELEVATION MAX. V
ELEVATION MAX. 1'
n m #4 BAR
O 1/4 rn = x m HEADER
O Z - COURSES
c Z r OUTLET PIPE O m W W r1/4" =I -' ��R�DESIGNED BYE BEN
LL X DRAVIIN BY: BEN
TT z J CHECKED BY: SCOTT
I -J - N y OUTLET PIPE _❑E OR Fta-AL1/2" J� ? Z 0 S =
N= m y A 6' �� 0 Z a N y RA ❑ E OAR F �i/2 m S W PROJECT NUMBER: 903
0 INLET PIPE SECTION-5-jD 6 DOWEL ~ Q a L DwLETPIPE B+1s `l SECTION -I Q Q a
==1Mz C-C ORD-D oL)2 =�cZ 6 o f _
A O c. p SECTION X-X o Z-1 o p OUTLET ELEVATION C-C OR D-D DOWEL
c z D 7 Q c z Z 0 SECTION X-X U Q
r Z 0 DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES Q ' 0 Q �1 DRAWING SCALE
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES Z Z
/^� DIMENSIONS OFBCX AND PIPE TOP SLAB ,1 SEE STANDARD OVER 0 O
\ I p REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DIMENSIONS CU FOR ONE Z I.- H H - O v FOR MANHOLE COVER &FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS 94t815p4 RW`11116E Z
D 6" PIPE SPAN MDTH HEIGHT BARS "A" DIMENSIONS N BOX BOX AND SLAB PIPE CU YES Q d - a D DIMENSIONS R9ENU 015 Q ' NOT TO SCALE
�c4 PIPE SPAN WDTH HEIGHT BARS CONC BRICK MASONRY 0 ~
z- Y } W O N z Z BRICK MAY USED TO­MI
f v 0-
m = OC 1/4" X 6" TOP BOTTOM WALU LBS CU YDS y /y , m = ADJUST FRAME & COVER TOPE MIN WALL PER y i N
G D A `_ H NO. LENGTH E F QS. R.C. y_ D A 8 H NO. LENGTH E F BOTTOM HEIGHT FT. HT.
0 - EX P JOINT SLAB SLAB FT OF HT REINP WN "H" = F 0 III TO SURFACE ELEVATION MAX. V C S RC = U =
r Z Z - = y U- r Z 6" cu. vo cu. 591 Cu. YD. y F
m O 1/4^ 17' 2'-0' Z 0' 2' 3" 12" 2 9' T-0 3 0" 0.167 0.167 0.185 22 0 7M 0,015 0 024 /y
y J Z m G7 1/4"X 8•'EKE JOINT 7 2'0' 2-0" 2'-3" 17 3'-1" TA' S-4' 0.412 0591 0.20 0020 0.032 J 4i4I4i��� 3
XW T 15" 2'-3' 7-3' 2'6' 17 30' 3'-3" 33" 0.196 0.196 0.204 24 0902 0.023 0.036 O m 15" 2'3' 2-3' 2'-6' 17 3'-1' 3'4' 3'4' 0/12 0657 0263 0.031 0.097 (' W
6.1 t 19' 2'-6' 7-6' 2'9' 14" 33' N-6' 3-6" 0227 0.227 0.222 30 1065 0.033 0.049 W V 1/4" g• 18" 2'6' 2-6' 7-9' 14' T-5" 3'-W 3'-8' 0498 0814 0296 0044 0.065 W DATE RELEASED
24" 3'-0- 3'-0- Y-3" 1w 3'-9" 4'-0" 4'-0- 0.296 0.296 0.259 40 1434 0,059 0.085 24' 3'-0' 3'-X T-3' 16' 4--1" 4'-4" 4.4' 0.695 1.176 0362 OW8 0.113 JULY 10, 2014
_ w" 3'-6' 3--6- 3'9" 19' 4'-3" 4'6" 4'6" 0.375 0.375 02% 51 1860 0.092 0.127 6' s 30" 3'-G' 3'-6' 3'-9' is' 4-V' 4'-8' 4•-8" 0.807 1,481 0.395 0,122 0.170
36" 4'-0- 4'-0' 4'-3" 20" 4'-9" 5'-0" 5'-0" 0.463 0463 0.333 64 2341 0.132 0.178 36" 4'-0" 4'-0' 4'-3' 20" 51-1" 5'-4' 5'-4' 1.053 01959 0461 0,176 0.1238
6 SEE NOTE 3 DOWEL 42" 4'-6' 4-6' 4'-9" 22" 5'-3' 6-6' 6-6" 0,560 0.560 0,370 77 2,878 0,180 0.243 07 4'-6' 4'-G' 4'-9' 22" F9" 6'-W 6'-0' 1.333A
0.527 0.240 0.323
48" 5'-4' S�4' S'-3" 26" 6'-3" 6'-4' 6'-4" 0]43 0]43 0.403 71t 3623 0.235 0.317 48' 5'-4' S'4" 5'-3" g
6'-5' 6'-8" 6'-8" 1.616 0.560 0.313 0422 SHEET NUMBER
SECTION Y-Y 54' 5'-10' 0' S'-9" 28" 6'-7" 6'-10" 6'-10" 0865 0.865 0.444 126 4.283 0297 0401 6'. S' DOWEL 54" 5'-10' 5'-10" 5' 6'-11" T-T T-2' 19D2 Ofi09 039660" 6'-6' 6.6' 53' 30" T-3" 7'6" Tfi" 1.042 1.042 1481 145 5.G% 036] 0495 60' 6'-6' fi'-6' 8'-3' T-7" T-10" T-10' 2272 0658 0489 0.660SHEET 1 OF 1 SHEET1 OF 1 SHEET1 OF 1 SECTION Y-Y SHEET 1 OF 1
840.31 66" T-1 T V 6'-9" 32" T-10" 8'-1' 8'-1" 210 210 518 69 5.917 0444 0569 840.31 840.32 T-1' T-1" 6-8'-2' 8'-5" 8'-5' 2624 0.708 0,591 0798 840.32 C-604
CONCRETE JUNCTION BOX NITS BRICK JUNCTION BOX NITS

i
1�
r'
LEGEND:
TT
EIS O EIS -EXISTING
IRON STAKE
EPKG EPK-EXISTING
PK NAIL
CONSTRUCTION SEQUENCE
R/W - RIGHT OF
WAY
1.
OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
PROPERTY LINE
CONSTRUCTION CONFERENCE.
----RIGHT-OF-WAY
2•
INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION BERMS AND
TEMPORARY SILT FENCE WHERE SPECIFIED.
- " - - - -SETBACK
LINE
3.
CONSTRUCTION TEMPORARY SKIMMER BASINS AS SHOWN.
STORM DRAINAGE
4.
CLEAR AND GRUB THE SITE AS NEEDED.
w
WATER LINE
5.
ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
cs
UNDERGROUND GAS LINE
6.
INSTALL SWALES AND EROSION CONTROL MATTING AS SHOWN.
OVERHEAD UTILITY
7.
INSTALL UTILITIES.
- -PERMANENT
EASEMENT
8•
INSTALL INLET/OUTLET PROTECTION ON ALL NEW STORM WATER INLETS/OUTLETS.
9.
PERFORM FINE GRADING.
-E�-roc-
LIMITS OF CONSTRUCTION
10.
INSTALL AND PREPARE BASE COURSE.
-sv -sr -
SILT FENCE LINE
11.
PAVE ROADWAYS.
12.
FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
GRADING NOTES
1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED
3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
TO PROTECT ADJACENT PROPERTY THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
PLAN
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF `
CALLOWAY ROAD
SR-- 1214
---
-A - M - JUTE NE NG 13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY v
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT ^o
66 ELECTRICAL BOX MEASURES. SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
igFIRE HYDRANT 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. /-.. `• Q-
�' DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
0
OINLET PROTECTION
--..., MANUAL. .- GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY \.,
PROBLEMS EXIST IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY ' EIS "
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTI
1 / '
6. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT S
1 rf
3:1 SLOPES AND SURROUNDED BY SILT FENCE.
7. APPROVED COPIES OF THE GRADING AND EROSION CO
ILj
� _ - •.•
�����
'
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
'- 20' DRAINAGE
1' • �
-'
ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
1 i
I
I EASEMENT
CONDITION SUCH THAT THEY CAN TRANSPORT THE NA
FACILITIES TO HANDLE THE STORM WATER ARE CONS
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OB
ro
DRAINAGE PATTERNS.
1 1
O-
9. ANY DEVIATION FROM THE APPROVED GRADING PLAN
{ ;
I
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION
1
�
U
O
J
I
O
O
O !I
O
I n \O O
' O
O�
O
10
11 12 1
..la
I LWITH
J
LINE NAG S75
,.
EC MATTING USING STAPLE
'PATTERN "D" OR EQUAL
0
WITHIN 7 DAYS
!
I
i
o
IP RAP ENERGY DISSIPATER,_L:
9', Wk4.5',10.5', D50:8"
TEMPORARY
SILT
FES-19
TEMPORARYCLASS
THICKNESS: 18"
STONEO
,-
NC
FE E (TYPINV:378.70
)
LNV.
-sue
�`17
`r
-=Q�SF
-- m
i. EPK am
381
i, ONE
7TE�
00FES-18INV:378 35RIP RAP ENERGY DISSIPL:7.5', W:3.75',8.8', D50:THICKNESS:18"CLASS B 56
i ) U 4j
1
O
CD
N
� U '
0
O fir
•Q o , 1 �
m U
J
I 53 0 Q i
fo I, o
U
J
C \ Va
O I 3 U
;LL I \ # OJ t F LU
rx O
1 W o
I 52
II
I
TEMPORARY DIVERSION \
I BERM MUST BE SEEDED p
WITHIN 7 DAYS (TYP)
O CI-1
51 (DOUBI
I
72.93 LF O
1
I 0.309. 24" RCP _t FE,
50 0i
rl �
' TEMPORARY SKIMMER BASIN #1 "
I� L=70', W-30'. D=3'
SIDE SLOPES=3:1 U
m TOP OF BASIN: 378.00'
R
- BOTTOM OF BASIN: 375.00' A
10' EMERGENCY SPILLWAY: 376.00'
r.:
Y ,(
INVERT OF SKIMMER: 375.00'
r
M
SIDE SLOPES OF BASIN ARE TO 11 `
------ _ ._-BE SEEDED WITHIN 7 DAYS.
'1
o '--*ATTACH A 1.5" FAIRCLOTH SKIMMER L
M S: ENL ENL•
(OR EQUAL) WITH A 1.0" ORIFICE FOR `"
� ..--DEWATERING THE SKIMMER BASIN
DURING CONSTRUCITON.
w
9
3 ,0
•> o
TRUCTED.
FIED.
HOULD BE GRADED WITH
NTROL PLANS SHALL BE
... .._.._OFF,
SHALL REMAIN IN A
2.
TURALUCTE DRAINAGE UNTIL
THE CONTRACTOR
- ���
VICINITY MAP
w
STRUCTING NATURAL
15
NOT TO SCALE
SHOULD BE REPORTED TO
o
OF THE CHANGE.
'
16 EROSION CONTROL NOTES
. -..-.
1.
ALL INLET/OUTLET PROTECTION WALL BE CHECKED FOR MAINTENANCE AND
_
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
SKIMMER BASIN AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
14
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
----
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
MAINTAIN A PROPER BARRIER.
1-14 _'" "" 2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
�.
... _
_
'
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
^h
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
°
O
17
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING MANUAL.
AND DESIGN
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM
1
OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
910-433-3300
^0 / �► yQC` 0 0
1-14A (/j 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
o° 3az LEGENDS DRIVE -- 4i3 WHEN TRACKING OCCURS.
O 382 50' R/W (PUBLIC) 31g, 380 �� ? 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
- � - `- - '-• - -' '- - '-- - - = - "' ' ' _ _ _ - '. ) THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
- - - - / - ` 0.5 7 18 LR p OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
0-�0004F -30 '-O() 0�
- F F F (Z�,
HSF
16 : LOCH LO � LO ,L - LO LO -- LOOS LOOS LOOS LOCS � 1 `I \\ � �- . \ BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
�( ✓� ® SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER
INV:379.43 \ rO ���- 9 18 LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
I LIMITS OF CONSTRUCTION O r CI- 7� 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
B9 UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
43 7.3 ACRES 42 o0 s
\,yam
U O O I I I , 29 TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
:' - 1 1 I Op �� REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
I
te._ ...�
B. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
10
0
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
O EROSION DUE TO RAIN WIND AND RUNNING WATER WITHIN 14 DAYS USE
1-9 SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND
O aCl-3 \ \ STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
Oo
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
p
.. O N/F O 1 O� <p 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
p M.C.L., LLC t �+` �' PROTECTED AREA HAS UNDERGONE FINAL STABILZATON AND PERMANENT
DB 1067, PG 281 I I \\ 30 �"- 27 \ \_� VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
\ U APPROVE THE ACTION PRIOR TO REMOVAL.
ai 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
`o --- O co t o �� �. <p INITIATION OF CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
p OVER ALL OTHER CONSTRUCTION ACTIVITIES.
--A 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
ro � _ 0" PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
45 1 O 0 to N �{ _ 26 1_ 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
\ 1 O o -i 1 0 1-1 c� STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
7 40 J p r I \� IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
O31 ( \ UO I MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
\ J 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
� n ^� n r ( `' r SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
O I
0"� o VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
co
�� i� ! p STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
1 o CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
JO OR STRUCTURESOTHERWISE WSUFFICDED I NTTH T TOPORARY RESTRAINRPERMANENT EROSON. PURSUANTDCOVER,TO G.S. DEVICES
;\ OCIII4 cOi -57(3U P D COVER SUFFICIENT TO RETAIN
r
113A PROVISIONS FOR PERMANENT GROUND
'-. EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
\\� \ 0I r� / W WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
r 41
COMPLETION OF CONSTRUCTION DEVELOPMENT.
n0 - TEMPORARY INLET 32- " ! ,i" - 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
........... c____._ 1
\ - 0 O rc SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
�, '40 PROTECTION (TYP) - �-� - DURING THE COURSE OF CONSTRUCTION.
46 OS2 - /// - 6 ALL SEEDED AREAS WILL FERTILIZED, RESEEDED AS NECESSARY, AND
11 -1 /t
/ F D RY A
., "�� \ � -" MULCHED ACCORDING 0 G THE DETAILS HEREIN. � f
.., ____17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS ...._. CHRIS TAC - -
2900.
r// / PATER
O
20' DR�GE T L' 4' RAP 6', 50 4"
48.27 tf O - _ EASEMENT THICKNESS: 3�
tq�
0.31% 30' RCP. LOC LOC LOCCLA, A STONE - LOCnf,CI 5 - " TEMPORARY SKIMMER BASIN "� ` - 47 \ CO RIP RAP ENERGY DISSIPATER L=80', W=35', D=3' - 374373 �� t EISr�CP- - C\ L:9% W:5',11', D50:8" -SIDE SLOPES=3:1372-
LOC 40C THICKNESS: TOP OF BASIN: 377.00' j FES-13 z. _ 373- O �
---- ri ' 7B' RO CLASS B STONE BOTTOM OF BASIN: 374.00' i . -
P O a374 TEMPORARY SKIMMER BASIN -
I " / ✓n" _ 10' EMERGENCY SPILLWAY: 376.00' L=115', W=55',D=3' i
Y, -- INVERT OF SKIMMER: 374.00' y
I 37s , i �"' SIDE SLOPES OF BASIN ARE TO 23 ��00 -00"1 SIDE SLOPES=3:1
BE SEEDED WITHIN 7 DAYS. - ' ` 3 TOP OF BASIN: 375.00'
..-- -.. FES 2 ''�_ � COC *ATTACH A 1.5 FAIRCLOTH SKIMMER - '" .,,., BOTTOM OF BASIN: 372.00
C " 3✓g ((OR EQUAL) NTH A 0.9" ORIFICE FOR - RIP RAP ENERGY DISSIPATER - 10' EMERGENCY SPILLWAY: 373.00' 1
p0 \ �` - DEWATERING THE SKIMMER BASIN L:15, 7.5,17.5% D50:8" INVERT OF SKIMMER: 372.00'
48 % I \ WF.SWALE #5 3�5 ` DURING CONSTRUCTTON. THICKNESS:18" SIDE SLOPES OF BASIN ARE TO
`� CLASS B STONE BE SEEDED WITHIN 7 DAYS.
\ LINE WITH NAG S75 3ja OC '� ATTACH A 1.5" FAIRCLOTH SKIMMER
RAINAGE < �pEC MATING USING STAPLE " - -
37 O .' �� SWALE #3 _, (OR EQUAL WITH A 1.3" ORIFICE FOR
BENT _ O AA CI-6 PATTERN �DTM OR EQUAL �OC� LINE WITH NAG S7 DEWATERING THE SKIMMER BASIN
RIP RAP ENERGY DISSIPATER (DOUBLE) EC MATING USING STAPLE - DURING CONSTRUCITON.
L:12', W:6',14', D50:8" ._... -� OC RIP RAP ENERGY DISSIPATER _ PATTERN "IT OR EQUAL ,
ZO ., _`� ` ' 4', W: 2',6', D50:4" - WITHIN 7 DAYS
THICKNESS:18" -
C SS B STONE , - LOCH\ \ 34 �IPRAP ENERGY DISSIPATER ` ='.THICKNESS: 9" n0 ,
49 O L:9', W:5',11', 050:8" /•\ CLASS A $$TONE
\ OS3 85.00 LF �L FES-7,_._ "•:. '
O THICKNESS: 18" "
0.417. 18" RCP r \ CLASS B STONE
SWALE #1 '°`` TEMPORARY SKIMMER BASIN �t2
LINE WTH NAG S75 -
3
_EC MATTING USING STAPLE - 36 - 35 !pC �s C 20' DRAINAGE / SIDE SLOPES=3:1 7 _
,2y ,��\ EASEMENT TOP OF BASIN: 375.00' 1 GROUND STABILIZATION CHART
PATTERN "D" OR EQUAL SWALE 5 s - -
WITHIN 7 DAYS # \ - *, \ ; �- BOTTOM OF BASIN: 372.00' \
LINE WITH NAG 575 SWALE #2 �. - 10' EMERGENCY SPILLWAY: 373.00'
EC MATTING USING STAPLE LINE WITH NAG S75 p s `\ \ % CO
PATTERN "D" OR EQUAL EC MATING USING STAPLE O ,` ,, g; , INVERT OF SKIMMER: 372.00' ..1,*,ayti.��„HK ai+rFlRrliRi?�
\OOl --Opp __ - WITHIN 7 DAYS PATTERN "D" OR EQUAL \ \' \ \ SIDE SLOPES OF BASIN ARE TO pPPrauctlon11O accordance wlth these documents &
00� - \ BE SEEDED WITHIN 7 DAYS. Cons r ermit. North Caro1M>w
00 --00.. WITHIN 7 DAYS `� b the stomW+ate P
379 OOT T -_ �`( *ATTACH A 1.5" FAIRCLOTH SKIMMER - r 196 FO � that the sWrmwater sysWrn with
'- .. 374- 37s Ol 301 OOL... Ol_-.00I -..... Oc \��� �' (OR EQUAL) NTH A 0.6" ORIFICE FO ruWsr dLIIoonoruction; ceAify conior ith
-- - 37s`0 __0 1 _._ ;jOT \�\� DEWATERING THE SKIMMER BASIN pfaInros end specs. and ce�CA�2H 1i�p08(ce j)) tha
DO��-----_ 375- - � _ _�__„___ __3 z_.- -\\ 3� 4... \'DURING CONSTRUCITON. stormwater Nbs.(15AN D Date
ROY'S RIDGE - - �� ro _
60' R/W (PRIVATE50T-=;�_-:,...�0 __a7z ._ _ - - - - _slon of
- _
Permit 115
RIP RAP ENERGY DISSIPATER )- ECs.__. -- """'>:901 ---� - - ! ` --- Revision
-L:4% W:2':6', D50:4" .. _. ._. OC;1 JJJ ,
_. -
_. Ecs Sheet
- --- - RIP RAP ENERGY DISSIPATER
THICKNESS: 9" -- � _ .. _- _...
CLASS A STONE _ - L:4', W:2',6', D50:4" -
sscAA STONE GRAPHIC SCALE
60 0 30 so 120 240
Know what's below. ( IN FEET )
1 inch 60 ft.
Call before you dig.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
MATH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
409 Chicago Drive - .Suite 112
FayeHev1Ue. North Carolina 28206
[phone] `\\\
License Number. C-2554
LSD 5ITL �``��
5oLUTIION,5, INc
AGN4N6 'K A. aVLYI,K A GyS A CONSTMJCT N LPYOUT A
U'7-3U-1`/
REVISIONS
RECEIVED
JUL 31 2014
DENRAAND QUALITY
STORMINATER PERMITTING
PROJECT NAME
THE LEGEND S
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
M.C.L., LLC
3102 N Main Street
Hope Mills, North Carolina 28348-0020
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
903
DRAWING SCALE
HORIZONTAL: 1"=60'
DATE RELEASED
JULY 30, 2014
SHEET NUMBER
C-10